Agenda packet — Clovis City Council, March 18, 2024 (part 8 of 15)

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 48 104 224 482
LDN 45 96 207 446

VEHICLE MIX DATA
1537
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Shepherd Avenue DATE: 7-Feb-23
SEGMENT between Project Driveway 3 and Fowler Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,500 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,850 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 49.8 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 49.7 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 49.8 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.8 66.9 65.1 59.1 67.7 68.3
MEDIUM TRUCKS 59.8 58.3 52.0 50.4 58.9 59.1
HEAVY TRUCKS 60.4 59.0 49.9 51.2 59.5 59.7
VEHICULAR NOISE 69.8 68.0 65.5 60.2 68.8 69.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 45 97 208 449
LDN 41 89 192 415

VEHICLE MIX DATA
1538
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Herndon Avenue DATE: 7-Feb-23
SEGMENT between State Route 168 Eastbound Ramps and Clovis Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 48,990 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 125 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,899 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 78.1 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 78.1 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 78.1 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.1 68.2 66.4 60.4 69.0 69.6
MEDIUM TRUCKS 61.1 59.6 53.3 51.7 60.2 60.4
HEAVY TRUCKS 61.7 60.3 51.2 52.5 60.8 61.0
VEHICULAR NOISE 71.1 69.3 66.7 61.5 70.1 70.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 109 236 508 1094
LDN 101 218 469 1011

VEHICLE MIX DATA
1539
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Willow Avenue DATE: 7-Feb-23
SEGMENT between Behymer Avenue and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 36,260 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 85 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,626 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 26.5 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 26.4 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 26.5 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.8 73.9 72.2 66.1 74.7 75.3
MEDIUM TRUCKS 66.9 65.4 59.0 57.5 65.9 66.2
HEAVY TRUCKS 67.4 66.0 57.0 58.2 66.6 66.7
VEHICULAR NOISE 76.9 75.1 72.5 67.2 75.8 76.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 132 284 613 1320
LDN 122 263 566 1220

VEHICLE MIX DATA
1540
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Minnewawa Avenue DATE: 7-Feb-23
SEGMENT between Behymer Avenue and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,610 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,561 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.1 66.2 64.4 58.3 67.0 67.6
MEDIUM TRUCKS 59.1 57.6 51.2 49.7 58.1 58.4
HEAVY TRUCKS 59.7 58.2 49.2 50.4 58.8 58.9
VEHICULAR NOISE 69.1 67.3 64.7 59.5 68.0 68.6

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 40 86 186 401
LDN 37 80 172 370

VEHICLE MIX DATA
1541
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,760 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,876 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 43.4 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 43.3 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 43.4 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.7 67.8 66.1 60.0 68.6 69.3
MEDIUM TRUCKS 60.8 59.3 52.9 51.4 59.8 60.1
HEAVY TRUCKS 61.3 59.9 50.9 52.1 60.5 60.6
VEHICULAR NOISE 70.8 69.0 66.4 61.2 69.7 70.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 52 112 241 519
LDN 48 103 223 480

VEHICLE MIX DATA
1542
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 20,340 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 40 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,034 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.775 0.129 0.096 0.974 AUTOMOBILES = 2.00 45.9 - - MEDIUM TRUCKS 0.848 0.049 0.103 0.018 MEDIUM TRUCKS= 4.00 45.8 - - HEAVY TRUCKS 0.865 0.027 0.108 0.007 HEAVY TRUCKS = 8.01 45.9 0.0

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 69.7 67.8 66.1 60.0 68.6 69.2
MEDIUM TRUCKS 60.8 59.3 52.9 51.4 59.8 60.1
HEAVY TRUCKS 61.3 59.9 50.9 52.1 60.5 60.6
VEHICULAR NOISE 70.8 69.0 66.4 61.1 69.7 70.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 52 112 240 518
LDN 48 103 222 479

VEHICLE MIX DATA
1543
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Nees Avenue and Alluvial Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 22,930 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,293 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.6 68.7 67.0 60.9 69.5 70.1
MEDIUM TRUCKS 61.7 60.2 53.8 52.3 60.7 60.9
HEAVY TRUCKS 62.2 60.8 51.8 53.0 61.4 61.5
VEHICULAR NOISE 71.7 69.9 67.3 62.0 70.6 71.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 59 128 276 594
LDN 55 118 255 549

VEHICLE MIX DATA
1544
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Clovis Avenue DATE: 7-Feb-23
SEGMENT between Alluvial Avenue and Herndon Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 28,430 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,843 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.5 69.7 67.9 61.8 70.5 71.1
MEDIUM TRUCKS 62.6 61.1 54.7 53.2 61.6 61.9
HEAVY TRUCKS 63.2 61.7 52.7 53.9 62.3 62.4
VEHICULAR NOISE 72.6 70.8 68.2 63.0 71.5 72.1

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 69 148 318 685
LDN 63 136 294 633

VEHICLE MIX DATA
1545
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Project Driveway 1 and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 17,920 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,792 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.7 66.8 65.0 58.9 67.6 68.2
MEDIUM TRUCKS 59.7 58.2 51.8 50.3 58.7 59.0
HEAVY TRUCKS 60.3 58.8 49.8 51.0 59.4 59.5
VEHICULAR NOISE 69.7 67.9 65.3 60.1 68.6 69.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 44 95 204 439
LDN 41 87 188 406

VEHICLE MIX DATA
1546
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,380 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 638 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.2 62.3 60.5 54.4 63.1 63.7
MEDIUM TRUCKS 55.2 53.7 47.3 45.8 54.3 54.5
HEAVY TRUCKS 55.8 54.3 45.3 46.6 54.9 55.0
VEHICULAR NOISE 65.2 63.4 60.8 55.6 64.2 64.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 22 48 102 221
LDN 20 44 95 204

VEHICLE MIX DATA
1547
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Sunnyside Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,180 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 618 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.0 62.1 60.4 54.3 62.9 63.5
MEDIUM TRUCKS 55.1 53.6 47.2 45.7 54.1 54.4
HEAVY TRUCKS 55.6 54.2 45.2 46.4 54.8 54.9
VEHICULAR NOISE 65.1 63.3 60.7 55.4 64.0 64.5

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 22 47 100 216
LDN 20 43 93 200

VEHICLE MIX DATA
1548
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Behymer Avenue and Ticonderoga ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,920 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 11 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 592 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.8 61.9 60.2 54.1 62.7 63.3
MEDIUM TRUCKS 54.9 53.4 47.0 45.5 53.9 54.2
HEAVY TRUCKS 55.4 54.0 45.0 46.2 54.6 54.7
VEHICULAR NOISE 64.9 63.1 60.5 55.3 63.8 64.3

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 21 45 97 210
LDN 19 42 90 194

VEHICLE MIX DATA
1549
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Ticonderoga and Shepherd Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,040 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,104 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.4 65.5 63.8 57.7 66.3 66.9
MEDIUM TRUCKS 58.5 57.0 50.6 49.1 57.5 57.8
HEAVY TRUCKS 59.0 57.6 48.6 49.8 58.2 58.3
VEHICULAR NOISE 68.5 66.7 64.1 58.9 67.4 67.9

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 79 169 365
LDN 34 73 156 337

VEHICLE MIX DATA
1550
AGENDA ITEM NO. 6.

FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Shepherd Avenue and Teague Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 13,110 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,311 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.2 66.3 64.5 58.5 67.1 67.7
MEDIUM TRUCKS 59.2 57.7 51.4 49.8 58.3 58.5
HEAVY TRUCKS 59.8 58.4 49.3 50.6 58.9 59.1
VEHICULAR NOISE 69.2 67.4 64.9 59.6 68.2 68.7

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 41 88 190 409
LDN 38 81 175 378

VEHICLE MIX DATA
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FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: North Shepherd SOI Expansion JOB #: 0462-2020-25 ROADWAY Fowler Avenue DATE: 7-Feb-23
SEGMENT between Teague Avenue and Nees Avenue ENGINEER: C. Pincock LOCATION: City of Clovis, CA SCENARIO: 2046 Plus Project

NOISE INPUT DATA

ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,820 RECEIVER DISTANCE = 50
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 50 WALL DISTANCE FROM RECEIVER = 50 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,182 RT ANGLE 90
DF ANGLE 180

SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO

NOISE OUTPUT DATA

NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)

VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.7 65.8 64.1 58.0 66.6 67.2
MEDIUM TRUCKS 58.8 57.3 50.9 49.4 57.8 58.1
HEAVY TRUCKS 59.3 57.9 48.9 50.1 58.5 58.6
VEHICULAR NOISE 68.8 67.0 64.4 59.2 67.7 68.2

NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 38 82 177 382
LDN 35 76 164 353

VEHICLE MIX DATA
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Appendix C:

Construction Noise Modeling Output
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Construction Phase Equipment
Item
# of Items
Item Lmax at 50
feet, dBA1
Edge of Site to
Receptor, feet
Center of Site to
Receptor, feet
Item Usage
Percent1 Ground Factor2 Usage Factor
Receptor Item
Lmax, dBA
Recptor. Item
Leq, dBA

SITE PREP
Tractor 4 84 25 550 40 0.66 0.40 92.0 52.3
Dozer 3 82 25 550 40 0.66 0.40 90.0 50.3
Log Sum 92.0 60.0
GRADE
Excavator 1 81 25 550 40 0.66 0.40 89.0 49.3
Grader 1 85 25 550 40 0.66 0.40 93.0 53.3
Dozer 1 82 25 550 40 0.66 0.40 90.0 50.3
Crane 3 81 25 550 16 0.66 0.16 89.0 45.3
Dozer 2 82 25 550 40 0.66 0.40 90.0 50.3

93.0 58.6
BUILD
Crane 1 81 25 550 16 0.66 0.16 89.0 45.3
Man lift 3 75 25 550 20 0.66 0.20 83.0 40.3
Generator 1 81 25 550 50 0.66 0.50 89.0 50.3
Tractor 3 84 25 550 40 0.66 0.40 92.0 52.3
Welder/Torch 1 74 25 550 40 0.66 0.40 82.0 42.3

92.0 58.5
PAVE
Paver 2 77 25 550 50 0.66 0.50 85.0 46.3
Compactor (ground) 2 83 25 550 20 0.66 0.20 91.0 48.3
Roller 2 80 25 550 20 0.66 0.20 88.0 45.3

91.0 54.6

ARCH COAT
Compressor (air) 1 78 25 550 40 0.66 0.40 86.0 46.3

86.0 46.3
1 FHWA Construction Noise Handbook: Table 9.1 RCNM Default Noise Emission Reference Levels and Usage Factors Receptor - Residences to the north, west, and east
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Appendix I
Traffic
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July 2023

TRANSPORTATION IMPACT ANALYSIS

SHEPHERD NORTH PROJECT

CLOVIS, FRESNO COUNTY, CALIFORNIA
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July 2023

TRANSPORTATION IMPACT ANALYSIS

SHEPHERD NORTH PROJECT

CLOVIS, FRESNO COUNTY, CALIFORNIA
Prepared for:

De Novo Planning Group
180 East Main Street #108
Tustin, California 92780
Prepared by:

LSA
1500 Iowa Avenue, Suite 200
Riverside, California 92507
951.781.9310
Project No. DNV2201
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TABLE OF CONTENTS
TABLE OF CONTENTS ............................................................................................................................... i LIST OF ABBREVIATIONS AND ACRONYMS............................................................................................. v

1.0 INTRODUCTION................................................................................................ 1‐1

1.1 Project Description............................................................................................................ 1‐1

1.2 CEQA Vehicle Miles Traveled Analysis .............................................................................. 1‐1

1.3 Local Transportation Analysis Study Area......................................................................... 1‐2

1.3.1 Study Intersections.............................................................................................................1‐2

1.3.2 Roadway Segments ............................................................................................................1‐3

1.4 List of Chapter 1.0 Figures................................................................................................. 1‐4

2.0 VEHICLE MILES TRAVELED ANALYSIS................................................................. 2‐1

2.1 Methodology..................................................................................................................... 2‐1

2.1.1 Thresholds of Significance ..................................................................................................2‐1

2.1.2 Project Traffic Analysis Zone Update..................................................................................2‐2

2.1.3 Model Runs and Project Vehicle Miles Traveled Estimation ..............................................2‐2

2.2 Project Vehicle Miles Traveled Analysis............................................................................ 2‐2

2.3 VMT REDUCTION MEASURES – PROJECT DESIGN FEATURES AND MITIGATION MEASUREs......................................................................................................................... 2‐2

2.4 List of Chapter 2.0 Tables.................................................................................................. 2‐6

3.0 LOCAL TRANSPORTATION ANALYSIS METHODOLOGY....................................... 3‐1

3.1 Level of Service Definitions............................................................................................... 3‐1

3.2 Level of Service Procedures and Standards...................................................................... 3‐1

3.3 List of Chapter 3.0 Tables.................................................................................................. 3‐3

4.0 CIRCULATION NETWORK SETTING .................................................................... 4‐1

4.1 Existing Circulation Network............................................................................................. 4‐1

4.2 Transit, Bicycles, and Pedestrians..................................................................................... 4‐3

4.2.1 Transit Network..................................................................................................................4‐3

4.2.2 Bicycle Network..................................................................................................................4‐3

4.2.3 Pedestrian Network............................................................................................................4‐4

4.3 List of Chapter 4.0 Figures................................................................................................. 4‐4

5.0 TRAFFIC VOLUMES FOR WITHOUT PROJECT SCENARIOS ................................... 5‐1

5.1 Existing Traffic Volumes.................................................................................................... 5‐1

5.2 Near‐Term (2028) Without Project Traffic Volumes.........................................................5‐2

5.3 Cumulative (2046) Without Project Traffic Volumes........................................................5‐2

5.4 List of Chapter 5.0 Figures and Tables .............................................................................. 5‐3

6.0 PROJECT TRAFFIC ............................................................................................. 6‐1

6.1 Project Trip Generation..................................................................................................... 6‐1

6.2 Project Trip Distribution and Assignment......................................................................... 6‐1

6.3 List of Chapter 6.0 Figures and Tables .............................................................................. 6‐1

7.0 TRAFFIC VOLUMES FOR PLUS PROJECT SCENARIOS........................................... 7‐1

7.1 List of Chapter 7.0 Figures................................................................................................. 7‐1 1558
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8.0 INTERSECTION LEVELS OF SERVICE.................................................................... 8‐1

8.1 Existing Levels of Service................................................................................................... 8‐1

8.1.1 Study Intersections.............................................................................................................8‐1

8.1.2 Roadway Segments ............................................................................................................8‐1

8.2 Existing Plus Project Levels of Service............................................................................... 8‐1

8.2.1 Study Intersections.............................................................................................................8‐1

8.2.2 Roadway Segments ............................................................................................................8‐2

8.3 Near‐Term (2028) Plus Project Levels of Service ..............................................................8‐2

8.3.1 Study Intersections.............................................................................................................8‐2

8.3.2 Roadway Segments ............................................................................................................8‐2

8.4 Cumulative (2046) Without Project Levels of Service.......................................................8‐3

8.4.1 Study Intersections.............................................................................................................8‐3

8.4.2 Roadway Segments ............................................................................................................8‐3

8.5 Cumulative (2046) Plus Project Levels of Service .............................................................8‐4

8.5.1 Study Intersections.............................................................................................................8‐4

8.5.2 Roadway Segments ............................................................................................................8‐4

8.6 List of Chapter 8.0 Tables.................................................................................................. 8‐5

9.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES.................................. 9‐1

9.1 Recommended Improvements ......................................................................................... 9‐1

9.2 Funding Sources and Mechanisms.................................................................................... 9‐2

9.2.1 Fresno Council of Governments Federal Transportation Improvement Program..............9‐2

9.2.2 City of Clovis Development Impact Fee Program...............................................................9‐2

9.2.3 Project Fair Share................................................................................................................9‐2

9.3 List of Chapter 9.0 Figures and Tables .............................................................................. 9‐3

10.0 INTERSECTION QUEUING ANALYSIS ................................................................ 10‐1

10.1 List of Chapter 10.0 Tables.............................................................................................. 10‐1

11.0 SITE DISTANCE ANALYSIS AND SAFE ROUTES TO SCHOOL ANALYSIS................ 11‐1

11.1 Sight Distance Analysis.................................................................................................... 11‐1

11.2 Safe Routes to School...................................................................................................... 11‐2

11.3 List of Chapter 11.0 Figures............................................................................................. 11‐2

12.0 CALTRANS FREEWAY QUEUING ANALYSIS....................................................... 12‐1

12.1 Freeway Queuing Analysis .............................................................................................. 12‐1

12.2 List of Chapter 12.0 Tables.............................................................................................. 12‐2

13.0 SUMMARY AND CONCLUSIONS ...................................................................... 13‐1

13.1 Vehicle Miles Traveled Analysis Summary......................................................................13‐1

13.2 Existing Conditions Summary.......................................................................................... 13‐1

13.3 Near‐term (2028) Conditions Summary..........................................................................13‐1

13.4 Cumulative (2046) Conditions Summary ........................................................................13‐1

13.5 Improvements Summary................................................................................................. 13‐1

13.6 Queueing Analysis Summary........................................................................................... 13‐1

13.7 Sight Distance Analysis Summary.................................................................................... 13‐2

13.8 Safe Routes to School Analysis Summary .......................................................................13‐2

13.9 Freeway Queuing Analysis Summary .............................................................................. 13‐2 1559
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FIGURES
Figure 1‐1: Regional and Project Location........................................................................................... 1‐5 Figure 1‐2: Tentative Subdivision Map................................................................................................ 1‐6 Figure 1‐3: Study Area Intersections................................................................................................... 1‐7 Figure 4‐1: City of Clovis Roadway Classifications............................................................................... 4‐5 Figure 4‐2: Existing Study Intersection Geometrics and Traffic Control .............................................4‐6 Figure 4‐3: Study Intersection Geometrics and Traffic Control under ‘Plus Project’ Scenarios..........4‐7 Figure 4‐4: City of Clovis Existing Bicycle Facilities.............................................................................. 4‐8 Figure 4‐5: City of Clovis Proposed Bicycle Facilities........................................................................... 4‐9 Figure 4‐6: City of Clovis Existing Sidewalk Facilities.........................................................................4‐10 Figure 4‐7: City of Clovis Existing and Proposed Trails and Mid‐Block Crossings..............................4‐11 Figure 5‐1: Existing Peak‐Hour Traffic Volumes.................................................................................. 5‐4 Figure 5‐2: Cumulative Project Locations............................................................................................ 5‐5 Figure 5‐3: Cumulative Project Trip Assignment................................................................................. 5‐6 Figure 5‐4: Near‐Term (2028) without Project Peak‐Hour Traffic Volumes........................................5‐7 Figure 5‐5: Cumulative (2046) without Project Peak‐Hour Traffic Volumes.......................................5‐8 Figure 6‐1: Project Trip Distribution.................................................................................................... 6‐2 Figure 6‐2: Project Trip Assignment.................................................................................................... 6‐3 Figure 7‐1: Existing Plus Project Peak‐Hour Traffic Volumes..............................................................7‐2 Figure 7‐2: Near‐Term (2028) Plus Project Peak‐Hour Traffic Volumes..............................................7‐3 Figure 7‐3: Cumulative (2046) Plus Project Peak‐Hour Traffic Volumes.............................................7‐4 Figure 9‐1: Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control............................................................................................................................. 9‐4 Figure 9‐2: Near‐Term (2028) Plus Project with Improvements Study Intersection Geometrics and Traffic Control...................................................................................................................... 9‐5 Figure 9‐3: Cumulative (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control.................................................................................................. 9‐6 Figure 9‐4: Conceptual Striping Plan at Project Frontage‐ Part 1 .......................................................9‐7 Figure 9‐5: Conceptual Striping Plan at Project Frontage‐ Part 2 .......................................................9‐8 Figure 9‐6: Conceptual Striping Plan at Project Frontage‐ Part 3 .......................................................9‐9 Figure 11‐1: Sight Distance Analysis at Sunnyside Avenue/Project Driveway 1 ...............................11‐3 Figure 11‐2: Sight Distance Analysis at Sunnyside Avenue/Project Driveway 2 ...............................11‐4 Figure 11‐3: Sight Distance Analysis at Project Driveway 3/Shepherd Avenue ................................11‐5 Figure 11‐4: Sight Distance Analysis at Project Driveway 4‐Stanford Avenue/Perrin Road .............11‐6 TABLES
Table 2‐A: Existing (2019) Regional and Project VMT per Capita........................................................2‐7 Table 2‐B: Calculated VMT Reduction with Project Mitigation...........................................................2‐8 Table 3‐A: Intersection Level of Service Definitions............................................................................ 3‐4 Table 3‐B: Roadway Segment Level of Service Definitions ................................................................. 3‐4 Table 3‐C: Level of Service Criteria for Unsignalized and Signalized Intersections.............................3‐5 Table 3‐D: Roadway Segment Capacity and Levels of Service ............................................................3‐5 Table 5‐A: Existing Roadway Segment Peak‐Hour Traffic Volumes....................................................5‐9 Table 5‐B: Cumulative Projects Trip Generation............................................................................... 5‐10 1560
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) Table 5‐C: Near‐Term (2028) Roadway Segment Peak‐Hour Traffic Volumes..................................5‐15 Table 5‐D: Cumulative (2046) Roadway Segment Peak‐Hour Traffic Volumes.................................5‐16 Table 6‐A: Project Trip Generation...................................................................................................... 6‐4 Table 8‐A: Existing Intersection Levels of Service ............................................................................... 8‐6 Table 8‐B: Existing Roadway Segment Levels of Service ..................................................................... 8‐7 Table 8‐C: Near‐Term (2028) Intersection Levels of Service...............................................................8‐8 Table 8‐D: Near‐Term (2028) Roadway Segment Levels of Service ....................................................8‐9 Table 8‐E: Cumulative (2046) Intersection Levels of Service ............................................................8‐10 Table 8‐F: Cumulative (2046) Roadway Segment Levels of Service..................................................8‐11 Table 9‐A: Recommended Improvements for Intersections.............................................................9‐10 Table 9‐B: Existing Plus Project with Recommended Improvements Intersection Levels of Service ......................................................................................................................................9‐11 Table 9‐C: Near‐Term (2028) Plus Project with Recommended Improvements Intersection Levels of Service ....................................................................................................................... 9‐12 Table 9‐D: Cumulative (2046) Plus Project with Recommended Improvements Intersection Levels of Service ....................................................................................................................... 9‐13 Table 9‐E: Recommended Improvements for Roadway Segments...................................................9‐14 Table 9‐F: Near‐Term (2028) Plus Project with Recommended Improvements Roadway Segments Levels of Service ...................................................................................................... 9‐15 Table 9‐G: Cumulative (2046) Plus Project with Recommended Improvements Roadway Segments Levels of Service ...................................................................................................... 9‐16 Table 9‐H: Intersection Improvement Funding Mechanism and Fair Share .....................................9‐17 Table 9‐I: Roadway Segment Improvement Funding Mechanism and Fair Share ............................9‐18 Table 10‐A: Existing Queuing Analysis............................................................................................... 10‐2 Table 10‐B: Near‐Term (2028) Queuing Analysis.............................................................................. 10‐5 Table 10‐C: Cumulative (2046) Queuing Analysis ............................................................................. 10‐8 Table 10‐D: Existing Plus Project with Improvements Queuing Analysis........................................10‐11 Table 10‐E: Near‐Term (2028) Plus Project with Improvements Queuing Analysis........................10‐14 Table 10‐F: Cumulative (2046) Plus Project with Improvements Queuing Analysis.......................10‐17 Table 12‐A: Caltrans Off‐Ramp Speed Differential............................................................................ 12‐3

APPENDICES
A: SCOPING AGREEMENT
B: VMT CALCULATION WORKSHEETS
C: TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
D: VOLUME DEVELOPMENT WORKSHEETS
E: LEVEL OF SERVICE WORKSHEETS
F: SIGNAL WARRANT ANALYSIS WORKSHEETS
G: QUEUING ANALYSIS WORKSHEETS
H: HCS WORKSHEETS

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LIST OF ABBREVIATIONS AND ACRONYMS
ABM Activity Based Model
ADA Americans with Disabilities Act
ATP Active Transportation Plan
Caltrans California Department of Transportation
CEQA California Environmental Quality Act
City City of Clovis
CUSD Clovis Unified School District
FAX Fresno Area Express
Fresno COG Fresno Council of Governments
FTIP Federal Transportation Improvement Program
HCM Highway Capacity Manual
HCM 6 Highway Capacity Manual 6th Edition
HCS Highway Capacity Software
HDM Highway Design Manual
HQTA High‐Quality Transit Area
ITE Institute of Transportation Engineers
LOS level of service
LTA Local Transportation Analysis
mph miles per hour
NCHRP National Cooperative Highway Research Program
project Shepherd North Project
RTP Regional Transportation Plan
SR‐168 State Route 168
STIP State Transportation Improvement Program
TAZ traffic analysis zone
TIA Traffic Impact Analysis
TIA Guidelines Interim Transportation Impact Analysis Guidelines TIZ Traffic Impact Zone
TWLTL two‐way‐left‐turn lane
VMT vehicle miles traveled
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1.0 INTRODUCTION
This Transportation Impact Analysis (TIA) has been prepared to assess the potential circulation impacts associated with the proposed Shepherd North Project (project) in Clovis, Fresno County, California. The approximately 155‐acre project site is located at the northeast corner of the intersection of Sunnyside Avenue and Shepherd Avenue. The project site is currently vacant. Figure 1‐1 illustrates the regional and project location. (Figures and tables are provided at the end of each chapter.)
This report has been prepared based on the City of Clovis (City) Transportation Impact Analysis Guidelines (TIA Guidelines), adopted October 17, 2022, as well as the requirements established by the City of Fresno and the California Department of Transportation (Caltrans).

While level of service (LOS) analysis is no longer a determinant of California Environmental Quality Act (CEQA) impacts, consistency with the City’s General Plan goals and policies is still required.

Therefore, this TIA includes a Vehicle Miles Traveled (VMT) Analysis for a CEQA Transportation Impact evaluation, and a Local Transportation Analysis (LTA) to satisfy the City’s General Plan transportation goals and policies. The scope of work for this TIA, including scope for the CEQA VMT Analysis and LTA with trip generation, trip distribution, study area, and analysis methodologies, has been approved by City staff as well as the City of Fresno, County of Fresno, and Caltrans via the Scoping Agreement process. A copy of the Scoping Agreement is included as Appendix A.

1.1 PROJECT DESCRIPTION
The proposed project will consist of 605 single‐family homes on approximately 77 acres of the site. It should be noted that the remaining 78 acres of the site will be used for roads, utilities, greenspace, landscaping, and pedestrian paths. For purposes of this TIA, the entire buildout condition of this project has been considered under all ‘plus project’ conditions. It is anticipated that the project buildout will occur in year 2028. Figure 1‐2 illustrates the tentative subdivision map for the project.

As illustrated in Figure 1‐2, access to the project will be provided by four driveways: two on Sunnyside Avenue, one on Perrin Road, and one on Shepherd Avenue. Except for the driveway on Shepherd Avenue, all other project driveways will operate as full‐access driveways. The driveway on Shepherd Avenue will operate as a Right‐In Right‐Out/Left‐In (RIRO/LI) driveway.

Additionally, the project proposes to add one westbound through lane along the project frontage on Shepherd Avenue, and a dedicated eastbound left‐turn lane at the project driveway on Shepherd Avenue.

1.2 CEQA VEHICLE MILES TRAVELED ANALYSIS
As per the City’s TIA Guidelines, the project cannot be considered small because it exceeds 53 dwelling units (City’s threshold for screening out single‐family home projects from a VMT analysis).

Therefore, a detailed VMT analysis has been conducted for the project. For purposes of this analysis, the project‐generated VMT per capita has been obtained from the Fresno Council of Governments (Fresno COG) Activity Based Model (ABM). As per the City’s TIA Guidelines, a significant project‐ 1563
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1.3 LOCAL TRANSPORTATION ANALYSIS STUDY AREA
The LTA for the project examines traffic operations in the vicinity of the proposed project under the following five scenarios:
 Existing Conditions
 Existing Plus Project Conditions
 Near‐Term Plus Project Conditions
 Cumulative without Project Conditions
 Cumulative Plus Project Conditions
Traffic conditions at study intersections and roadway segments were examined for weekday a.m. and p.m. peak‐hour conditions. The a.m. peak hour is defined as the 1 hour of highest traffic volumes occurring between 7:00 a.m. and 9:00 a.m. The p.m. peak hour is the 1 hour of highest traffic volumes occurring between 4:00 p.m. and 6:00 p.m. Additionally, since the project is estimated to be completed in 2028, the Near‐Term condition was evaluated for the year 2028.

As per the City’s TIA Guidelines, the extent of the study area should include the following:
 Pedestrian, bicycle, and transit facilities within 0.5 mile from the project site boundary  All intersections of major streets that would provide direct access to the project  All signalized intersections within 0.5 mile of the project site boundary where the project would add 50 or more peak‐hour trips, and signalized intersections beyond 0.5 mile where the project would add 100 or more peak‐hour trips
 All unsignalized intersections within a 0.5 mile of the project site boundary where the project would add more than 50 peak‐hour trips
Based on the aforementioned criteria and as per discussion with the City and adjacent jurisdictions during the scoping agreement process, the following intersections and roadway segments have been included in the LTA.

1.3.1 Study Intersections
Per the Scoping Agreement (Appendix A), intersections analyzed in the LTA and their jurisdictions are as follows:

1. Willow Avenue/Behymer Avenue (Clovis/Fresno)

2. Willow Avenue/Shepherd Avenue (Clovis/ Fresno)

3. Minnewawa Avenue/Behymer Avenue (Clovis)
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4. Minnewawa Avenue/Shepherd Avenue (Clovis)

5. Clovis Avenue/Shepherd Avenue (Clovis)

6. Clovis Avenue/Teague Avenue (Clovis)

7. Clovis Avenue/Nees Avenue (Clovis)

8. Clovis Avenue/Alluvial Avenue (Clovis)

9. State Route 168 (SR‐168) Westbound Ramps/Herndon Avenue (Caltrans)

10. SR‐168 Eastbound Ramps/Herndon Avenue (Caltrans)

11. Clovis Avenue/Herndon Avenue (Clovis)

12. Sunnyside Avenue/Behymer Avenue (Clovis)

13. Sunnyside Avenue/Shepherd Avenue (Clovis)

14. Sunnyside Avenue/Teague Avenue (Clovis)

15. Sunnyside Avenue/Nees Avenue (Clovis)

16. Fowler Avenue/Behymer Avenue (Clovis)

17. Fowler Avenue/Ticonderoga (Clovis)

18. Fowler Avenue/Shepherd Avenue (Clovis)

19. Fowler Avenue/Teague Avenue (Clovis)

20. Fowler Avenue/Nees Avenue (Clovis)

21. Fowler Avenue/SR‐168 Westbound Ramps (Caltrans)

22. Fowler Avenue/SR‐168 Eastbound Ramps (Caltrans)

23. Sunnyside Avenue/Project Driveway 1 (Clovis)

24. Sunnyside Avenue/Project Driveway 2 (Clovis)

25. Project Driveway 3/Shepherd Avenue (Clovis)

26. Project Driveway 4‐Stanford Avenue/Perrin Road (Clovis) Figure 1‐3 illustrates the study area intersections.

1.3.2 Roadway Segments
Per the Scoping Agreement (Appendix A), roadway segments analyzed in the LTA are as follows:

1. Behymer Avenue, between Willow Avenue and Minnewawa Avenue (Clovis)

2. Behymer Avenue, between Minnewawa Avenue and Sunnyside Avenue (Clovis)

3. Behymer Avenue, between Sunnyside Avenue and Fowler Avenue (Clovis)

4. Shepherd Avenue, between Willow Avenue and Minnewawa Avenue (Clovis)

5. Shepherd Avenue, between Minnewawa Avenue and Clovis Avenue (Clovis)

6. Shepherd Avenue, between Clovis Avenue and Sunnyside Avenue (Clovis)

7. Shepherd Avenue, between Sunnyside Avenue and Project Driveway 3 (Clovis)

8. Shepherd Avenue, between Project Driveway 3 and Fowler Avenue (Clovis)

9. Herndon Avenue, between State Route 168 Eastbound Ramps and Clovis Avenue (Clovis)

10. Willow Avenue, between Behymer Avenue and Shepherd Avenue (Clovis/Fresno)

11. Minnewawa Avenue, between Behymer Avenue and Shepherd Avenue (Clovis)

12. Clovis Avenue, between Shepherd Avenue and Teague Avenue (Clovis)

13. Clovis Avenue, between Teague Avenue and Nees Avenue (Clovis)

14. Clovis Avenue, between Nees Avenue and Alluvial Avenue (Clovis)

15. Clovis Avenue, between Alluvial Avenue and Herndon Avenue (Clovis)

16. Sunnyside Avenue, between Project Driveway 1 and Shepherd Avenue (Clovis) 1565
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17. Sunnyside Avenue, between Shepherd Avenue and Teague Avenue (Clovis)

18. Sunnyside Avenue, between Teague Avenue and Nees Avenue (Clovis)

19. Fowler Avenue, between Behymer Avenue and Ticonderoga (Clovis)

20. Fowler Avenue, between Ticonderoga and Shepherd Avenue (Clovis)

21. Fowler Avenue, between Shepherd Avenue and Teague Avenue (Clovis)

22. Fowler Avenue, between Teague Avenue and Nees Avenue (Clovis)

23. Fowler Avenue, between Nees Avenue and State Route 168 Westbound Ramps (Clovis) For each roadway segment, the highest volume on any part of the segment has been considered as the analysis volume for the entire segment.

1.4 LIST OF CHAPTER 1.0 FIGURES
 Figure 1‐1: Regional and Project Location
 Figure 1‐2: Tentative Subdivision Map
 Figure 1‐3: Study Area Intersections
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SHEPHERD AVENUESUNNYSIDE AVENUE
SOURCE: Google Earth (2018)
I:\DNV2201\GIS\Reports\fig1_Reg_Loc.mxd (6/24/2022)
FIGURE 1-1
Shepherd North Project
Transportation Impact Analysis
Regional and Project Location
Madera
County
Fresno
County
Ã145
Ã180
Ã168
Ã41
Ã99
Project
Location
Project Vicinity
Project Location
0 1000 2000
FEET
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N
FEET
I:\DNV2201\GIS\Reports\fig2_Siteplan.ai (04/26/2022)
0 305 610
FIGURE 1-2
Tena�ve Subdivision Map
Shepherd North Project
Transportation Impact Analysis
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! !
!
!
!
!
!
! !
!
!
!
!
! ! ! !
!
! !
! !
!
!

NEES AVENUE

MINNEWAWA AVENUE

ALLUVIAL AVENUE

HERNDON AVENUE
CLOVIS
A
VENUE

BEHYMER AVENUE

WILLOW AVENUE
ÄÆ168

TEAGUE AVENUE

SUNNYSIDE AVENUE

FOWLER AVENUE

TICONDEROGA

STANFORD AVENUE

SHEPHERD AVENUE
3 1
8 7
6 5
9 4 2
22 21
15 20
14 19
17 12 16
26 25
24 23
13 18
10 11
SOURCE: ESRI Streetmap (2013)
I:\DNV2201\GIS\Reports\fig3_Study_Int.mxd (6/24/2022)
FIGURE 1-3
Shepherd North Project
Transportation Impact Analysis
Study Area Intersections
LEGEND
Project Site
! Study Intersection
0 1000 2000
FEET
Project Driveway
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2.0 VEHICLE MILES TRAVELED ANALYSIS
On December 28, 2018, the California Office of Administrative Law cleared the revised CEQA Guidelines for use. Among the changes to the CEQA Guidelines was the removal of vehicle delay and LOS from consideration under CEQA. With the adopted CEQA Guidelines, transportation impacts are to be evaluated based on a project’s effect on VMT.

The City’s TIA Guidelines includes screening criteria, VMT analysis methodology, VMT impact thresholds, and VMT mitigation measures. Therefore, the City’s TIA Guidelines were used in the evaluation of the project’s VMT analysis.

2.1 METHODOLOGY
The TIA Guidelines provide multiple project types and thresholds for land use projects. The project was compared with the screening criteria established in the “Project Screening” section of the TIA Guidelines to check if the project can be screened out. The following is a brief description of the project in relation with the project screening criteria:
 Small Project: The TIA Guidelines states that projects generating less than 500 daily trips could be screened out of a detailed VMT analysis. As discussed in Section 6.1, Project Trip Generation, the project is estimated to generate 5,705 daily trips. Therefore, the project does not satisfy this screening criteria.
 Provision of Affordable Housing: The project proposes to develop market‐rate, single‐family dwelling units. Therefore, this screening criteria does not apply to the project.  Local‐Serving Retail: The project consists of residential land use only; therefore, this screening criteria does not apply to the project.
 Project Located in a High‐Quality Transit Area (HQTA): The project is not located within an HQTA; therefore, this screening criteria does not apply to the project.  Project Located in Low VMT Area: The project is not located in a low VMT area; therefore, this criteria does not apply to the project.

As shown above, the project could not be screened out from a detailed VMT analysis. As such, pursuant to the TIA Guidelines, a detailed VMT analysis was conducted to assess the project’s VMT impact.

2.1.1 Thresholds of Significance
The project consists of residential land use. The TIA Guidelines established VMT per capita as the appropriate metric to evaluate residential land use projects while defining Fresno County as the “region” for determining VMT thresholds. The project would have a significant VMT impact if the baseline project VMT per capita is greater than 87 percent of the baseline Fresno County VMT per capita. Based on the TIA Guidelines, baseline Fresno County VMT per capita is 16.1 and the 1570
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) corresponding threshold is 14.1 (which is 87 percent of 16.1). Therefore, the project will have a significant VMT impact if the project VMT per capita is greater than 14.1.

As recommended in the TIA Guidelines, the Fresno COG ABM was used for the project VMT analysis.

The model inputs were updated with the project land uses to calculate project VMT. The project VMT was calculated from a Fresno COG ABM model run as described in the following sections.

2.1.2 Project Traffic Analysis Zone Update
The first step in preparation of this analysis was to update the traffic analysis zones (TAZs) in the model that include the project area. The Fresno COG ABM includes the ability to add or split zones.

In order to isolate the project VMT, a new zone was created in the model. The project households were included in the newly created zone for modeling purposes. No project‐specific network modifications were required for the model run. A model run was conducted for the existing/base scenario with updated model inputs. The outputs from this updated model run were used to calculate the project VMT per capita.

2.1.3 Model Runs and Project Vehicle Miles Traveled Estimation A model run was conducted for this updated model upon completion of the socioeconomic data update. The outputs from this updated model run were used to calculate the project VMT per capita.

2.2 PROJECT VEHICLE MILES TRAVELED ANALYSIS
Table 2‐A summarizes the regional threshold and project VMT per capita. As shown in Table 2‐A, the project VMT per capita is 20.7 percent higher than the City’s VMT per capita threshold. Therefore, based on the TIA Guidelines, the project will have a significant VMT impact.

Detailed VMT calculation for the project is included in Appendix B.

2.3 VMT REDUCTION MEASURES – PROJECT DESIGN FEATURES AND MITIGATION

MEASURES
When a lead agency identifies a significant CEQA impact, the agency must identify feasible mitigation measures in order to avoid or substantially reduce that impact. VMT impacts can be mitigated through more behavioral changes. Enforcement of mitigation measures will be subject to the mitigation monitoring requirements under CEQA, as well as the regular police powers of the agency. These measures can also be incorporated as a part of plans, policies, regulations, or project designs. Project design features that encourage mode shift from automobiles to transit or non‐ motorized modes can therefore help reduce project VMT as well. Typically, VMT reduction and benefits from these project design features are not accounted in the project VMT calculations conducted using the regional travel demand model (Fresno COG ABM). Therefore, VMT reduction credit can be accounted for these design features similar to VMT mitigation measures to help reduce the project’s VMT impact.

Evaluation of VMT reductions should be evaluated using state‐of‐the‐practice methodologies recognizing that many of the VMT mitigation strategies/project design features are dependent on 1571
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) building tenant performance over time. Following is a detailed description of both and the corresponding potential reduction that could be achieved with implementation of these measures.

2.3.1 Project Design Features
As per information provided by the applicant, the project intends to implement the following project design features that will help reduce project VMT. VMT reduction that can be achieved by the project design features have been estimated using the most California Air Pollution Control Officers Association’s (CAPCOA) “Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity – Designed for Local Governments, Communities, and Project Developers” dated December 2021.  Pedestrian Infrastructure: The project proposes to provide pedestrian improvements/sidewalks both internal to the project site and along the project frontage. Providing sidewalk/pedestrian improvements encourage people to walk instead of drive and thus reduces VMT. CAPCOA transportation measure T‐18: Provide Pedestrian Network Improvement was used to estimate the VMT reduction due to project related enhancements in pedestrian access and connectivity.

The CAPCOA methodology requires existing sidewalk length in the project study area in addition to the length of sidewalk being provided by the project. In order to estimate the existing sidewalk length, a survey was conducted along the proposed project frontage. Based on the survey, the project study area includes approximately 10 miles of sidewalk. The project proposes to add approximately another 2.3 miles of sidewalk/pedestrian access. Therefore, this mitigation measure may reduce the project’s VMT by approximately 1.17 percent.  Improve Street Connectivity: The project proposes to provide an internal circulation network.

Projects with higher density of intersections would help increase street connectivity, reduce trip lengths, and promote use of alternative transportation modes of travel. CAPCOA handbook, identifies measure T‐17: Improve Street Connectivity to evaluate project street network. The measure is recommended as an appropriate design feature for plans within urban or suburban areas. The project is located in suburban/rural area type setting, so this measure was explored as a potential VMT reduction design feature.

Measure T‐17 estimates that an increased density of vehicular intersections improves street connectivity and helps in reduction in GHG emissions and corresponding VMT. As included in the CAPCOA handbook, this measure could be applied to a project for:
‘Projects that increase intersection density would be building a new street network in a subdivision or retrofitting an existing street network to improve connectivity (e.g., converting cul‐de‐sacs or dead‐end streets to grid streets)’.

The measure establishes the following numerical formula of VMT reduction due to increased intersection density and improved street connectivity:

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𝐶 ∗𝐷
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) Where,
A = Percent Reduction in GHG/VMT emission from vehicle Travel B = Intersection Density in project site with measure
C = Average Intersection Density for Typical developments (36) D = Elasticity of VMT with respect to intersection density (‐0.14) The CAPCOA handbook establishes the variable C using an average density of intersections within a square mile in a typical development as included in the Proposed Trip Generation, Distribution, and Transit Mode Split Forecasts for the Bayview Waterfront Project Transportation Study, Fehr & Peers. 2009. This establishes the average suburban intersection density for the entire United States.

The CAPCOA handbook adapts the variable D, Elasticity of VMT with respect to intersection density from the report ‘Does Compact Development Make People Drive Less?’ published in the Journal of the American Planning Association, 2016, authored by Mark R. Stevens. The elasticity was determined from a meta‐regression analysis from data of fifteen studies, having studied in different urban/suburban geographic regions within the Country.

While the increased intersection density helps facilitate greater number of short trips, the project consists of only single land use type (residential) and the amount of internal capture (trips that can be fulfilled within the project; with both origin and destinations within the project site) would be minimal. Also, CAPCOA suggests application of different VMT mitigation measures at different scales – project/site scale or community/plan scale. Based on CAPCOA handbook, this mitigation measure is applicable at a plan/community scale. However, this measure was explored as a VMT reduction design feature at a project scale with appropriate limitations as described below.

While all the internal intersections can be considered to estimate the VMT reduction due to increased street connectivity, given the above limitations (project location area type, single land use type, and CAPCOA applicability scale), only project driveways were reviewed for applicability for this measure. As indicated in section “1.1 – Project Description”, the project has four driveways (two on Sunnyside Avenue, one of Perrin Road, and one on Shepherd Avenue) for project access. Except for the driveway on Shepherd Avenue, all other project driveways will operate as full‐access driveways. The driveway on Shepherd Avenue will operate as a Right‐In Right‐Out Left‐In (RIROLI) driveway. However, all 4 project driveways were considered as project intersections for the mitigation purposes. The proposed project site is approximately 77 acres.

Therefore, the intersection density of the project would be approximately 33.25 intersections per square mile.

Since project intersection density is lower than the countrywide average intersection density of 36 intersections per square mile as identified in the CAPCOA handbook, no direct VMT reduction has been accounted for this project design feature.
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)  Bicycle Infrastructure/Improvements: The project proposes to provide 8‐feet wide bike lanes (Class II Bike Lane) on Shepherd Avenue and N. Sunnyside Avenue. Additionally, the project will install a 12‐foot trail (Class I Bike Path) adjacent to the Project along Shepherd Avenue. The project proposes to construct a total of 0.67 miles of bike lanes along Shepherd Avenue and Sunnyside Avenue. Similar to pedestrian facilities, these bicycle design features included in the project can encourage increase active transportation mode share in the area. The CAPCOA manual was utilized to estimate the reduction of project VMT due to proposed bicycle improvements. Specifically, CAPCOA transportation measure “T‐19A: Construct or Improve Bike Facility” was deemed applicable to estimate the VMT reduction due to project bicycle features.

According to the measure, providing bicycle infrastructure helps to improve biking conditions within an area. This encourages a mode shift on the roadway parallel to the bicycle facility from vehicles to bicycles, displacing VMT and thus reducing GHG emissions. Based on CAPCOA estimates, the project bicycle design features have a potential to reduce up to 0.01 percent of the project VMT.
 Provide Electric Vehicle (EV) Parking and EV Charging Infrastructure: Accessible EV parking and provision of charging for electric vehicles in the residential units will encourage the use of EVs.

The latest California Green Building Standards (CALGreen), California Building Code, requires provision of infrastructure to accommodate electric vehicle chargers for new single family and attached dwelling units/town houses. For new construction projects such as apartments, condos, hotels, and motels, CALGreen code requires the project to provide EV charging stations as a percentage of the total project parking. While it is understood that provision of electric charging infrastructure/stations might not reduce VMT, it will reduce GHG which can be considered equivalent to reduction in VMT. According to CAPCOA, provision of additional electric charging stations, in addition to CALGreen requirements, can be considered as a GHG/VMT mitigation. Provision of EV charging infrastructure has a potential to achieve a maximum VMT reduction of up to 11.9 percent. However, the project is a single‐family residential development and as such doesn’t propose to provide electric charging stations beyond the CALGreen code requirements. Additionally, there is no guarantee that residents would be using electric vehicles even if charging stations are available. As such, while this project design feature has the potential to reduce GHG emissions, no direct VMT reduction has been accounted for this project design feature.

Table 2‐B provides methodology, assumptions, and parameters used in the estimation/calculation of VMT reduction for the project along with the potential amount of VMT reduction that can be achieved.

In conclusion, project design features aim to promote overall mobility with the goal of reducing VMT and reducing greenhouse gas emissions. Implementation of the above project design features may possibly reduce the project’s VMT by approximately up to 1.18 percent. The proposed measures and strategies should be monitored for their usage and effectiveness. A combination of measures from several VMT reduction strategies were incorporated into the Project design to achieve this VMT reduction as outlined above. This included strategies that are aimed at reducing the number of automobile trips generated by the Project, shift more trips from automobile to non‐automobile modes, and/or reduce the distances that people drive. Ultimately, however, the City of Clovis is a suburban community with land use characteristics that are more spread out when compared to 1574
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) dense urban communities. The land use and transportation characteristics of suburban communities such as Clovis, can make it difficult, or impossible to achieve VMT reductions to levels that the City has established as a goal, and ultimately, as a threshold of significance for CEQA analysis. The project design features are estimated to offset some of the VMT impacts of the project by reducing VMT by up to 1.18 percent, but this reduction will not reduce the impact to a less than significant level. Therefore, the project will have a significant and unavoidable transportation impact under CEQA.

2.4 LIST OF CHAPTER 2.0 TABLES
 Table 2‐A: Existing (2019) Regional and Project VMT per Capita  Table 2‐B: Calculated VMT Reduction with Project Mitigation 1575
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) Table 2‐A: Existing (2019) Regional and Project VMT per Capita Region (Fresno County)1 Project Difference Percentage Difference

14.1 17.0 2.9 20.7%
Source: Fresno Council of Governments' Activity‐Based Model. 1 The Fresno County VMT per capita was obtained from the Interim Transportation Impact Guidelines, City of Clovis (July 14, 2020).

VMT = vehicle miles traveled
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) Table 2‐B: Calculated VMT Reduction with Project Mitigation Mitigation Measure
(Number corresponds to
the 2021 CAPCOA
Handbook)
Formula Comments
Calculated
Reduction
in VMT (%)
Land Use (Maximum Reduction 30%)
T‐17: Improve Street
Connectivity
A = ((B‐C)/C) * D, Where
B = Intersection density in project site with
measure,
C =Average intersection density (36 U.S.
average), and
D = Elasticity of VMT with respect to
intersection density (‐0.14 constant)
Based on the limitations described in detail
above, four project driveways were considered
to estimate the project intersection density. The
project site is approximately 77 acres. Therefore,
the intersection density of the project would be
approximately 33.25 intersections per square
mile which is less than countrywide average
intersection density of 36 intersections per
square mile. Therefore, no VMT mitigation was
estimated for this measure.

N/A
Neighborhood Design (Maximum Reduction 10%)
T‐18: Provide Pedestrian
Network Improvement
A = ((C/B)‐1) * D,
Where
B = Existing sidewalk length in study area,
C =Sidewalk length in study area with
measure, and
D = Elasticity of household VMT with respect to
the ratio of sidewalks‐to‐streets (‐0.05 constant)
Based on the survey, the project study area
includes approximately 10 miles of sidewalk. The
project proposes to add approximately another

2.3 miles of sidewalk/pedestrian access.

A = (((10.25+2.39)/10.25)‐1)*0.05
A = ((12.64/10.25)‐1)*0.05
A = 0.23*0.05 = 1.17%

1.17%
T‐19‐A: Construct or
Improve Bike Facility
A = (B*(F/I)*(C+D)*E*G)/H,
Where
B = Percent of plan/community VMT on parallel
roadway,
C = Active transportation adjustment factor,
D = Credits for key destinations near project,
E = Growth factor adjustment for facility type,
F = Annual days of use of new facility,
G = Existing regional average one‐way bicycle
trip length,
H = Existing regional average one‐way vehicle
trip length, and
I = Days per year (365)
Variables C, D, E, F, G, and H were obtained from
appropriate tables listed in CAPCOA handbook. It
was assumed that 20% of VMT on the parallel
roadway is from the community.

A = (0.2*(320/365)*(0.0029+0.0005)*1*2.2)/11.7
A = (0.2*0.88*0.0034*1*2.2)/11.7
A = 0.01%

0.01%
Total VMT Reduction
from All Subsectors 1.18%
Source: Handbook for Analyzing Greenhouse Gas Emission Reduction, Assessing Climate Vulnerabilities, and Advancing Health and Equity, California Air Pollution Control Officers Association (CAPCOA), December 2021. 1 Per CAPCOA total VMT reduction for multiple strategies within same subsector is calculated using the equation: 1‐(1‐A)*(1‐B)*(1‐C)... where A, B, C are equal to individual mitigation strategy reduction percentages.

When applied to the project, the calculation would be 1 ‐ (1 – 0.0117)* (1 – 0.0001) = 0.0118, or 1.18%. 1577
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3.0 LOCAL TRANSPORTATION ANALYSIS METHODOLOGY

3.1 LEVEL OF SERVICE DEFINITIONS
A complete description of the meaning of LOS can be found in Transportation Research Board Special Report 209, Highway Capacity Manual (HCM). The HCM establishes LOS A through F for intersections. A description of LOS for signalized and unsignalized intersections is summarized in Table 3‐A. A description of LOS for roadway segments is summarized in Table 3‐B.

Table 3‐C shows the LOS criteria for unsignalized and signalized intersections. For all study area intersections, the Highway Capacity Manual 6th Edition (HCM 6) analysis methodologies were used to determine intersection LOS. Intersection LOS was calculated using the Synchro 11 software, which uses the HCM 6 methodologies.

Peak‐hour traffic operations were analyzed at roadway segments based on the peak‐hour LOS thresholds obtained from Chapter 5.16, Transportation and Traffic, of the City’s General Plan and Development Code Update Draft Program Environmental Impact Report (EIR), dated June 2014.

Table 3‐D summarizes the LOS criteria used to evaluate roadway segments based on the City’s General Plan EIR. The peak‐hour traffic volumes at roadway segments represent the total vehicles (both directions) traveling on the segments during the a.m. and p.m. peak hours.

3.2 LEVEL OF SERVICE PROCEDURES AND STANDARDS
Study intersections and roadway segments analyzed in this report are completely under the jurisdiction of the City of Clovis or lie at the borders of Clovis and Fresno. However, intersections located at freeway on‐ramps and off‐ramps are under the jurisdiction of Caltrans.

The City of Clovis considers LOS D as the LOS standard for study intersections and roadway segments under near‐term conditions, unless a finding of overriding consideration was adopted in the City’s General Plan EIR. The same criterion holds for long‐term conditions, except for roadway segments that are adopted in the City’s General Plan EIR to operate at LOS E or F. The City’s TIA Guidelines do not define an LOS standard under Existing Plus Project conditions. For the purpose of this analysis, an LOS standard of D has been considered for intersections and roadway segments under Existing Plus Project conditions. The City considers the following operational deficiency criteria for study intersections:
 Signalized Intersections
○ If the project triggers a signalized intersection operating at an acceptable LOS to operate at an unacceptable LOS; OR
○ If the project increases the average delay for average delay for a signalized intersection that is already operating at an unacceptable LOS.
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)  Unsignalized Intersections
○ If the project triggers an unsignalized intersection operating at acceptable LOS to operate at unacceptable LOS (from E or better to F) and meet the signal warrants criteria; OR ○ If the project increases the applicable delay for an unsignalized study intersection that is already operating at unacceptable LOS and meets the signal warrant criteria.

The City’s TIA Guidelines do not define an operational deficiency criterion for roadway segments.

For purposes of this analysis, at roadway segments under the jurisdiction of the City of Clovis, an operational deficiency has been considered when the project causes an unsatisfactory condition (deterioration from LOS A through D to E or F) or when the project contributes to an existing or forecast deficiency.

Per the City of Fresno Traffic Impact Study Report Guidelines, updated February 2009, LOS D is considered the LOS standard for study intersections and roadway segments under near‐term conditions. The same criterion holds for long‐term conditions, except for roadway segments that are adopted in the City’s Master General Plan to operate at LOS E or F. The City’s TIA Guidelines do not define an LOS standard under Existing Plus Project conditions.

It should be noted that all City of Fresno study intersections and roadway segments are located within the City of Fresno Traffic Impact Zone (TIZ) III. Per the City of Fresno’s General Plan, all intersections and roadway segments within TIZ III should maintain a peak‐hour LOS standard of D or better. Therefore, an LOS standard of D has been considered for intersections and roadway segments within Fresno for all analysis conditions. The City of Fresno considers the following operational deficiency criteria for study intersections:
 An operational deficiency is created if the addition of the project traffic results in any one of the following:
○ Causes the intersection LOS to change from acceptable to unacceptable levels; OR ○ Causes the intersection LOS to change from an unacceptable LOS (LOS E) to LOS F; OR ○ Increases the average delay at a study intersection that is already operating at an unacceptable LOS.

City of Fresno’s Traffic Impact Study guidelines do not define an operational deficiency criterion for roadway segments. Therefore, for purposes of this analysis, at intersections under City of Fresno jurisdiction, an operational deficiency has been considered when the project causes an unsatisfactory condition (deterioration from LOS A through D to E or F) or when the project contributes to an existing or forecast deficiency.

Caltrans considers an acceptable LOS to be between LOS C and D at all intersections under its jurisdiction (delay of 45 seconds at signalized intersections). Caltrans does not have any operational deficiency criteria for study intersections. Therefore, an operational deficiency occurs when the project causes an unsatisfactory condition (deterioration from LOS A through D to E or F) for 1579
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) intersections or when the project contributes to an existing or forecast deficiency. The project needs to identify improvements to improve the intersection LOS to an acceptable level.

3.3 LIST OF CHAPTER 3.0 TABLES
 Table 3‐A: Intersection Level of Service Definitions
 Table 3‐B: Roadway Segment Level of Service Definitions  Table 3‐C: Level of Service Criteria for Unsignalized and Signalized Intersections  Table 3‐D: Roadway Segment Capacity and Levels of Service 1580
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) Table 3‐A: Intersection Level of Service Definitions
LOS Description
A
Traffic operations with a control delay of 10 seconds per vehicle or less and a volume‐to‐capacity ratio no greater than 1.0. This level istypically assigned when the volume‐to‐capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If LOS A is the result of favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping.

B
Traffic operations with control delay between 10 seconds per vehicle and 20 seconds per vehicle and a volume‐to‐capacity ratio no greater than 1.0. This level is typically assigned when the volume‐to‐capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A.

C
Traffic operations with control delay between 20 and 35 seconds per vehicle and a volume‐to‐capacity ratio no greater than 1.0.

This level is typically assigned when progression is favorable or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of the insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.

D
Traffic operations with control delay between 35 and 55 seconds per vehicle and a volume‐to‐capacity ratio no greater than 1.0.

This level is typically assigned when the volume‐to‐capacity ratio is high and either progression is ineffective or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable.

E
Traffic operations with control delay between 55 and 80 seconds per vehicle and a volume‐to‐capacity ratio no greater than 1.0.

This level is typically assigned when volume‐to‐capacity ratio is high, progression is unfavorable, and the cycle length is long.

Individual cycle failures are frequent.

F
Traffic operations with control delay exceeding 80 seconds per vehicle or a volume‐to‐capacity ratio greater than 1.0. This level is typically assigned when the volume‐to‐capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue.

Source: Highway Capacity Manual (6th Edition).

LOS = level of service
Table 3‐B: Roadway Segment Level of Service Definitions LOS Description
A
Describes primarily free‐flow operation. Vehicles are completely unimpeded in their ability to maneuver within the traffic stream. Control Delay at the boundary intersection is minimal. The travel speed exceeds 80% of the base free‐flow speed, and the volume‐to‐capacity ratio is no greater than 1.0.

B
Describes reasonably unimpeded operation. The ability to maneuver within the traffic stream is only slightly restricted, and control delay at the boundary is not significant. The travel speed is between 67% and 80% of the base free‐flow speed, and the volume‐to‐capacity ratio is no greater than 1.0.

C
Describes stable operation. The ability to maneuver and change lanes at mid‐segment locations may be more restricted than at LOS B. Longer queues at the boundary intersection may contribute to lower travel speeds. The travel speed is between 50% and 67% of the base free‐flow speed, and the volume‐to‐capacity ratio is no greater than 1.0.

D
Indicates a less stable condition in which small increases in flow may cause substantial increases in delay and decreases in travel speed. This operation may be due to adverse signal progression, high volume, or inappropriate signal timing at the boundary intersections. The travel speed is between 40% and 50% of the base free‐flow speed, and the volume‐to‐capacity ratio is no greater than 1.0.

E
Characterized by unstable operation and significant delay. Such operations may be due to some combination of adverse progression, high volume, and inappropriate signal timing at the boundary intersections. The travel speed is between 30% and 40% of the base free‐flow speed, and the volume‐to‐capacity ratio is no greater than 1.0.

F
Characterized by flow at extremely low speed. Congestion is likely occurring at the boundary intersections, as indicated by high delay and extensive queuing. The travel speed is between 30% or less of the base free‐flow speed, and the volume‐to‐capacity ratio is greater than 1.0.

Source: Highway Capacity Manual (6th Edition).

LOS = level of service
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) Table 3‐C: Level of Service Criteria for Unsignalized and Signalized Intersections
Level of Service
Unsignalized
Intersection
Average Delay per
Vehicle (sec)
Signalized
Intersection
Average Delay per
Vehicle (sec)
A < 10 < 10
B > 10 and < 15 > 10 and < 20
C > 15 and < 25 > 20 and < 35
D > 25 and < 35 > 35 and < 55
E > 35 and < 50 > 55 and < 80
F > 50 > 80
Source: Highway Capacity Manual (6th Edition).
sec = seconds
Table 3‐D: Roadway Segment Capacity and Levels of Service Classification Median
Type
Number of
Lanes
Peak‐Hour LOS Volume Thresholds

LOS A LOS B LOS C LOS D LOS E
Freeway N/A
4 2,720 4,460 6,630 7,720 8,630
3+Aux 2,360 3,860 5,640 6,730 7,530
3 2,000 3,270 4,660 5,740 6,430
2+Aux 1,650 2,700 3,850 4,760 5,340
2 1,300 2,130 3,050 3,790 4,260
Expressway (Caltrans) Divided 6 2,280 3,750 5,400 7,030 7,980 4 1,510 2,500 3,600 4,680 5,310
Expressway (City) Raised
Median
6 ‐ ‐ 3,290 6,120 6,400
5 ‐ ‐ 2,685 5,090 5,330
4 ‐ ‐ 2,080 4,060 4,260
3 ‐ ‐ 1,475 3,030 3,190
Arterial
Raised‐
Median
8 ‐ ‐ 4,180 7,210 7,580
6 ‐ ‐ 3,060 5,390 5,680
5 ‐ ‐ 2,500 4,480 4,730
4 ‐ ‐ 1,950 3,580 3,780
3 ‐ ‐ 1,400 2,670 2,830
2 ‐ ‐ 860 1,770 1,880
TWLTL 4 ‐ ‐ 1,840 3,400 3,590
2 ‐ ‐ 810 1,680 1,790
Undivided 4 ‐ ‐ 1,320 2,500 2,640
2 ‐ ‐ 570 1,230 1,310
Collector
TWLTL
4 ‐ ‐ 1,840 3,400 3,590
3 ‐ ‐ 1,325 2,540 2,690
2 ‐ ‐ 810 1,680 1,790
Undivided 4 ‐ ‐ 1,320 2,500 2,640
2 ‐ ‐ 570 1,230 1,310
State Highway Undivided 2 310 570 1,020 1,730 2,470
Rural Arterial Divided 4 ‐ ‐ 1,950 3,580 3,780
Undivided 2 ‐ ‐ 570 1,230 1,310
Rural Collector/Local Undivided 2 ‐ ‐ 570 930 1,000
Source: City of Clovis General Plan and Development Code Update Draft Program Environmental Impact Report (EIR), dated June 2014
Aux = Auxiliary Lane
Caltrans = California Department of Transportation
City = City of Clovis
LOS = level of service
TWLTL= two‐way‐left‐turn‐lane median
N/A= not applicable
1582
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CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA.docx (04/28/23) 1583 AGENDA ITEM NO. 6.
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

4.0 CIRCULATION NETWORK SETTING

4.1 EXISTING CIRCULATION NETWORK
The project study area includes the following major roadways as classified based on the roadway classification provided in the Circulation Element of the City’s General Plan. Figure 4‐1 summarizes the classifications of major roadways within the study area. Following is a brief description of these roadways:
 Willow Avenue: Willow Avenue is designated as an Arterial in the City’s General Plan. Between Behymer Avenue and Shepherd Avenue, Willow Avenue is a six‐lane, divided Arterial with a raised median. There are bicycle lanes along both directions of this segment. However, there is no provision for on‐street parking.
 Minnewawa Avenue: Within the study area, Minnewawa Avenue is designated as an Arterial in the City’s General Plan. Between Behymer Avenue and Shepherd Avenue, Minnewawa Avenue is a two‐lane, undivided Arterial. There are bicycle lanes along both directions of this segment.

However, there is no provision for on‐street parking.
 Clovis Avenue: Clovis Avenue is designated as an Arterial in the City’s General Plan. Between Shepherd Avenue and Herndon Avenue, Clovis Avenue is mostly a four‐lane, divided Arterial with a raised median or a two‐way‐left‐turn lane (TWLTL) median. There are bicycle lanes along some portions of this segment. However, there is no provision for on‐street parking.  Sunnyside Avenue: Sunnyside Avenue is designated as a Collector in the City’s General Plan.

Between Perrin Road and Nees Avenue, Sunnyside Avenue is a two‐lane, undivided Collector.

There are no bicycle facilities along both directions of this segment. There is also no provision for on‐street parking.
 Fowler Avenue: Fowler Avenue is designated as a Rural Collector between Behymer Avenue and Shepherd Avenue, and as an Arterial between Shepherd Avenue and the State Route 168 (SR‐168) Westbound Ramps in the City’s General Plan. Currently, between Behymer Avenue and Shepherd Avenue, Fowler Avenue is a two‐lane undivided roadway with no designated bike lane or provision for on‐street parking. Between Shepherd Avenue and Enterprise Canal, Fowler Avenue is a three‐lane divided roadway, with two northbound lanes and one southbound lane.

There is no provision for on‐street parking but a dedicated bicycle lane exists in the southbound direction along this segment. Between Enterprise Canal and Teague Avenue, Fowler Avenue is a three‐lane divided roadway, with one northbound lane and two southbound lanes. There is a dedicated southbound bike lane for most of the segment. Between Teague Avenue and Nees Avenue, it is a two‐lane undivided road. There is no provision for on‐street parking. Between Nees Avenue and Goshen Avenue, Fowler Avenue is a three‐lane divided road with a raised median. There is a bicycle lane only along the northbound direction of this segment. There is no provision for on‐street parking. Between Goshen Avenue and the SR‐168 Westbound Ramps, Fowler Avenue is a four‐lane divided road with a raised median. There are bicycle lanes along both directions of this segment. There is no provision for on‐street parking. 1584
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)  Behymer Avenue: Within the study area, Behymer Avenue is designated as an Arterial between Willow Avenue and Clovis Avenue, as a Collector between Clovis Avenue and Sunnyside Avenue, and as a Rural Collector between Sunnyside Avenue and Fowler Avenue in the City’s General Plan. Between Willow Avenue and Fowler Avenue, Behymer Avenue is a two‐lane, undivided road. There are no bicycle facilities along both directions of this segment. There is also no provision for on‐street parking.
 Ticonderoga: Ticonderoga is designated as a Local Street in the City’s General Plan. Within the study area, Ticonderoga is a two‐lane, undivided Local Street. There are no bicycle facilities along both directions of this segment. There is also no provision for on‐street parking.  Shepherd Avenue: Within the study area, Shepherd Avenue is designated as an Arterial between Willow Avenue and Clovis Avenue, and as an Expressway between Clovis Avenue and Fowler Avenue in the City’s General Plan. Between Willow Avenue and Sunnyside Avenue, Shepherd Avenue is a three‐lane, divided road with a raised median, while between Sunnyside Avenue and Fowler Avenue, it is a two‐lane, partly undivided and partly divided road. There are bicycle lanes along both directions of the segment between Willow Avenue and Sunnyside Avenue. There are no bicycle facilities along any direction of the segment between Sunnyside Avenue and Fowler Avenue. There is no provision for on‐street parking along any of these segments.
 Teague Avenue: Teague Avenue is designated as a Collector in the City’s General Plan. Between Sunnyside Avenue and Fowler Avenue, Teague Avenue is a two‐lane, undivided Arterial. There are no bicycle facilities along both directions of this segment. There is also no provision for on‐ street parking.
 Nees Avenue: Within the study area, Nees Avenue is designated as an Arterial in the City’s General Plan. Between Clovis Avenue and Sunnyside Avenue, Nees Avenue is a mostly two‐lane undivided road. There is a bicycle lane in the eastbound direction only along a small portion of this segment near the intersection with Sunnyside Avenue. However, there is no provision for on‐street parking. Between Sunnyside Avenue and Fowler Avenue, Nees Avenue is a three‐lane divided arterial with a raised median or a TWLTL median. There are bicycle lanes along some portions of this segment. However, there is no provision for on‐street parking.  Alluvial Avenue: Within the study area, Alluvial Avenue is designated as a Collector in the City’s General Plan. Between Clovis Avenue and Sunnyside Avenue, Alluvial Avenue is a two‐lane, divided Collector with a TWLTL median. However, between Sunnyside Avenue and Fowler Avenue, Alluvial Avenue is a partly three‐lane and partly four‐lane undivided Collector. There are bicycle lanes along both directions of these segments. However, there is no provision for on‐ street parking.
 Herndon Avenue: Within the study area, Herndon Avenue is designated as an Arterial in the City’s General Plan. Between the SR‐168 Eastbound Ramps and Clovis Avenue, Herndon Avenue is a 10‐lane, divided Arterial with a raised median. There are no bicycle facilities along any direction of this segment. There is also no provision for on‐street parking. 1585
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P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) Figure 4‐2 illustrates existing plus project study intersection geometrics and traffic control.

It is to be noted that the project will be widening Shepherd Avenue along its frontage from one lane to two lanes in the westbound direction. Therefore, Shepherd Avenue has been considered as a three‐lane road under all ‘plus project’ scenarios in the TIA, with one lane in the eastbound direction and two lanes in the westbound direction. Figure 4‐3 illustrates study intersection geometrics and traffic control under ‘plus project’ scenarios.

4.2 TRANSIT, BICYCLES, AND PEDESTRIANS

4.2.1 Transit Network
Clovis Transit Stageline Routes 10 and 80 operate within the study area. Route 10 operates from Monday through Saturday, while Route 80 operates only on school days, based on the Clovis Unified School District schedule. Route 10 provide access to Fresno State University and, and Route 80 provides access to Buchanan Education Complex.

Fresno Area Express (FAX) operates within the study area along Willow Avenue 7 days a week. The route connects communities in Fresno to the different campuses of Clovis Community College.

In addition to fixed route services, Round Up is the Clovis paratransit service for disabled City residents. Round Up transit vehicles are all accessible in accordance with the Americans with Disabilities Act (ADA) standards.

4.2.2 Bicycle Network
The vision of the City of Clovis Active Transportation Plan (ATP), updated January 2022, is a “city with a complete and connected network of trails, walkways, and bikeways that provides convenient and intuitive connections to key destinations and supports travel within and between neighborhoods. The network improves quality of life by encouraging walking and bicycling for transportation and recreation.” The ATP identifies different strategies to improve safety and accessibility for active modes of transportation such as walking and biking. There are four different types of bicycle facilities in the City:
 Class I (Trails)
 Class II (Bicycle Lanes)
 Class II (Buffered Bicycle Lanes)
 Class III (Bicycle Routes)
One of the long‐term visions of the City includes upgrading existing or recommended Class II Bicycle Lanes and Buffered Bicycle Lanes to Class IV Separated Bicycle Lanes.

Figures 4‐4 and 4‐5 illustrate the existing and proposed bicycle facilities within the City. At present, Class II bicycle lanes exist along Clovis Avenue, Willow Avenue, and some segments of Shepherd Avenue and Fowler Avenue within the study area. However, as shown in Figure 4‐5, different bicycle facilities are proposed along other roadways within the study area, such as Sunnyside Avenue, Teague Avenue, Nees Avenue, and Alluvial Avenue.
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CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

4.2.3 Pedestrian Network
The City has an extensive pedestrian network, with sidewalks along most of the major roads.

However, since a portion of the study area falls within recently incorporated areas of the City, sidewalks are not present because they were previously developed as per unincorporated Fresno County design guidelines. Figure 4‐6 illustrates the existing sidewalk facilities within Clovis.

The City’s ATP has identified improvements to the pedestrian network based on a citywide sidewalk network gap analysis. Additionally, several potential locations have been identified to install mid‐ block crossings to improve trail connectivity throughout Clovis. Figure 4‐7 illustrates the existing and proposed trails in Clovis and the potential locations of the mid‐block trail crossings. As shown on Figure 4‐7, two trails (i.e., the Dry Creek Trail and the Enterprise Trail) currently exist within the study area. However, additional trails are being proposed in the study area with potential mid‐block crossings.

4.3 LIST OF CHAPTER 4.0 FIGURES
 Figure 4‐1: City of Clovis Roadway Classifications
 Figure 4‐2: Existing Study Intersection Geometrics and Traffic Control  Figure 4‐3: Study Intersection Geometrics and Traffic Control under ‘Plus Project’ Scenarios  Figure 4‐4: City of Clovis Existing Bicycle Facilities  Figure 4‐5: City of Clovis Proposed Bicycle Facilities  Figure 4‐6: City of Clovis Existing Sidewalk Facilities  Figure 4‐7: City of Clovis Existing and Proposed Trails and Potential Mid‐Block Crossings 1587
AGENDA ITEM NO. 6.

SOURCE: Clovis General Plan, August 2014
N
I:\DNV2201\GIS\Reports\fig3-D_Rdwy Classifica�on_Clovis.ai (12/16/2022) FIGURE 4-1
City of Clovis Roadway Classifica�on
Shepherd North Project
Transportation Impact Analysis
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19 20 21 22 23 24
25 26
FIGURE
4‐2
Legend
Signal Free right‐turn Project Driveway Shepherd North Project Stop Sign Right‐turn overlap Transportation Impact AnalysisDefacto right turn Yield Existing Study Intersection Geometrics and Traffic Control Fowler Avenue/Shepherd Avenue
Fowler Avenue/State Route 168 Westbound Ramps
Fowler Avenue/State Route 168 Eastbound Ramps Sunnyside Avenue/Project Driveway 1 Sunnyside Avenue/Project Driveway 2 Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd Avenue Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Sunnyside Avenue/Behymer Avenue 
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



Sunnyside Avenue/Nees Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga  

 

Willow Avenue/Behymer Avenue Willow Avenue/Shepherd Avenue 


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Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Shepherd Avenue Sunnyside Avenue/Teague Avenue 
Project Driveway 3/Shepherd Avenue Stanford Avenue-Project Driveway 4/Perrin RoadFowler Avenue/Teague Avenue Fowler Avenue/Nees Avenue D
F
O
Y
F
F
F
D
D
Future Intersection Future Intersection
Future Intersection
P:\DNV2201\Traffic\g‐45_Geo_Exist NP .xlsx 2/8/2023 1589 AGENDA ITEM NO. 6.
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7 8 9 10 11 12
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19 20 21 22 23 24
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FIGURE
4‐3
Legend
Signal Free right‐turn Project Driveway Shepherd North Project Stop Sign Right‐turn overlap Transportation Impact AnalysisDefacto right turn Yield Study Intersection Geometrics and Traffic Control under "Plus Project" Scenarios Fowler Avenue/Shepherd Avenue
Fowler Avenue/State Route 168 Westbound Ramps
Fowler Avenue/State Route 168 Eastbound Ramps Sunnyside Avenue/Project Driveway 1 Sunnyside Avenue/Project Driveway 2 Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd Avenue Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Sunnyside Avenue/Behymer Avenue 
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
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Sunnyside Avenue/Nees Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga  

 

Willow Avenue/Behymer Avenue Willow Avenue/Shepherd Avenue 
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Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Shepherd Avenue Sunnyside Avenue/Teague Avenue 
Project Driveway 3/Shepherd Avenue Stanford Avenue-Project Driveway 4/Perrin RoadFowler Avenue/Teague Avenue Fowler Avenue/Nees Avenue D
F
O
Y
F
F
F
D
D
P:\DNV2201\Traffic\g‐45_Geo_Exist WP.xlsx 2/8/2023 1590 AGENDA ITEM NO. 6.

SOURCE: Clovis Ac�ve Transporta�on Plan Update 2022 -Public Review Dra� N
I:\DNV2201\GIS\Reports\fig4-4_Ex_Bike_Clovis.ai (2/8/2023) FIGURE 4-4
City of Clovis Exis�ng Bicycle Facili�es
Shepherd North Project
Transportation Impact Analysis
1591
AGENDA ITEM NO. 6.

SOURCE: Clovis Ac�ve Transporta�on Plan Update 2022 -Public Review Dra� N
I:\DNV2201\GIS\Reports\fig3-F_Bike_Proposed_Clovis.ai (12/16/2022) FIGURE 4-5
City of Clovis Proposed Bicycle Facilities
Shepherd North Project
Transportation Impact Analysis
1592
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SOURCE: Clovis Ac�ve Transporta�on Plan Update 2022 -Public Review Dra� N
I:\DNV2201\GIS\Reports\fig3-G_Ex_Sidewalks_Clovis.ai (12/16/2022) FIGURE 4-6
City of Clovis Exis�ng Sidewalks Facili�es
Shepherd North Project
Transportation Impact Analysis
1593
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SOURCE: Clovis Ac�ve Transporta�on Plan Update 2022 -Public Review Dra� N
I:\DNV2201\GIS\Reports\fig4-7_Ex_Trails and Block_Clovis.ai (2/8/2023) FIGURE 4-7
City of Clovis Exis�ng and Proposed Trails and Poten�al Mid Block Crossing Shepherd North Project
Transportation Impact Analysis
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5.0 TRAFFIC VOLUMES FOR WITHOUT PROJECT SCENARIOS

5.1 EXISTING TRAFFIC VOLUMES
Traffic volumes for existing conditions were developed using existing count data collected by Counts Unlimited at study intersections and roadway segments. Daily tube counts were collected for roadway segments while a.m. and p.m. peak‐hour turning movement counts were collected at study intersections. Detailed count sheets are included in Appendix C. It is to be noted that counts at most intersections and roadway segments were collected in May 2022, when schools were in session.

However, counts at the intersection of Sunnyside Avenue/Behymer Avenue and the segments of Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue, and between Sunnyside Avenue and Fowler Avenue were collected in June 2022, when schools were not in session. The volumes at these intersections and segments were developed as follows:
 Intersection of Sunnyside Avenue/Behymer Avenue: In June 2022, counts were collected both at this intersection and at the adjacent intersection of Minnewawa Avenue/Behymer Avenue.

An adjustment factor was applied to the counts at this intersection using the percentage difference between May 2022 and June 2022 traffic counts at the adjacent intersection of Minnewawa Avenue/Behymer Avenue.
 Segment of Behymer Avenue Between Minnewawa Avenue and Sunnyside Avenue: In June 2022, counts were collected both at this segment and at the adjacent segment of Behymer Avenue between Willow Avenue and Minnewawa Avenue. An adjustment factor was applied to the counts at this segment using the percentage difference between May 2022 and June 2022 traffic counts at the adjacent segment of Behymer Avenue between Willow Avenue and Minnewawa Avenue.
 Segment of Behymer Avenue Between Sunnyside Avenue and Fowler Avenue: In June 2022, counts were collected both at this segment and at the nearby segment of Behymer Avenue between Willow Avenue and Minnewawa Avenue. An adjustment factor was applied to the counts at this segment using the percentage difference between May 2022 and June 2022 traffic counts at the nearby segment of Behymer Avenue between Willow Avenue and Minnewawa Avenue.

Vehicle classification counts were collected at selected study area intersections. Truck percentages for every approach at these intersections were obtained from the classification counts. As for the remaining study intersections without classification counts, truck percentages for the various approaches were obtained based on the truck percentages at the adjacent intersections.

Figure 5‐1 illustrates peak‐hour traffic volumes at study intersections under existing conditions.

Table 5‐A shows peak‐hour traffic volumes at roadway segments under existing conditions. 1595
AGENDA ITEM NO. 6.
5‐2

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

5.2 NEAR‐TERM (2028) WITHOUT PROJECT TRAFFIC VOLUMES
As approved during the City’s scoping agreement process (Appendix A), traffic volumes for near‐ term conditions were developed by adding trips from cumulative projects in the area to existing traffic volumes.

Information concerning cumulative projects in the vicinity of the proposed project was obtained from City staff and from the adjacent jurisdictions of City of Fresno and County of Fresno. Figure 5‐2 illustrates the cumulative project locations.

Trip generations for cumulative projects were either obtained from the respective traffic studies prepared for the projects or developed using trip generation rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition). Table 5‐B summarizes the cumulative project trip generation. As shown in Table 5‐B, the cumulative projects are expected to generate 9,604 net a.m. peak‐hour trips, 13,848 net p.m. peak‐hour trips, and 150,662 net daily trips.

Cumulative project trips were assigned to the roadway network based on either the distributions provided in the respective traffic studies for these projects or their locations in relation to surrounding land uses and regional arterials. Figure 5‐3 illustrates the peak‐hour cumulative project trip assignment at study area intersections. Figure 5‐4 illustrates the peak‐hour traffic volumes at study intersections under near‐term conditions. Table 5‐C shows the peak‐hour traffic volumes at roadway segments under near‐term conditions.

It should be noted that volume development for this scenario have been conducted as an intermediate step for the development of traffic volumes for the Near‐Term Plus Project Conditions.

As such, as recommended in the City’s TIA Guidelines and approved during the scoping agreement process, this scenario has not been analyzed in the LTA.

5.3 CUMULATIVE (2046) WITHOUT PROJECT TRAFFIC VOLUMES
Traffic volumes for cumulative conditions were developed using the Fresno COG ABM. The methodology used to develop cumulative traffic volumes at all study intersections is consistent with the National Cooperative Highway Research Program (NCHRP) and Fresno COG’s procedures for post‐processing of modeled traffic volumes. Figure 5‐5 illustrates the peak‐hour traffic volumes at study intersections under cumulative conditions. Table 5‐D shows the peak‐hour traffic volumes at roadway segments under cumulative conditions.

Detailed volume development worksheets are included in Appendix D. 1596
AGENDA ITEM NO. 6.
5‐3

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

5.4 LIST OF CHAPTER 5.0 FIGURES AND TABLES
 Figure 5‐1: Existing Peak‐Hour Traffic Volumes
 Figure 5‐2: Cumulative Project Locations
 Figure 5‐3: Cumulative Projects Trip Assignment
 Figure 5‐4: Near‐Term (2028) without Project Peak‐Hour Traffic Volumes  Figure 5‐5: Cumulative (2046) without Project Peak‐Hour Traffic Volumes  Table 5‐A: Existing Roadway Segment Peak‐Hour Traffic Volumes  Table 5‐B: Cumulative Projects Trip Generation
 Table 5‐C: Near‐Term (2028) Roadway Segment Peak‐Hour Traffic Volumes  Table 5‐D: Cumulative (2046) Roadway Segment Peak‐Hour Traffic Volumes 1597
AGENDA ITEM NO. 6.
 43 / 18  98 / 145  297 / 99  91 / 85  48 / 7
 128 / 89  298 / 315  145 / 86  291 / 342  294 / 304    16 / 31    44 / 34    12 / 6    44 / 19    109 / 77  67 / 11    29 / 36    3 / 3    33 / 20    32 / 32    73 / 67   125 / 45  243 / 323  114 / 69  339 / 390  337 / 343  222 / 87  203 / 81  145 / 113  44 / 30  152 / 81  118 / 103  12 3 4 5 6
 180 / 74  89 / 77  157 / 132
 363 / 385  407 / 302  576 / 540  79 / 184  1021 / 1062    35 / 22    44 / 36  1454 / 1451  1576 / 1494    148 / 316  438 / 198 30 / 22    13 / 15    957 / 1653  810 / 1359  243 / 366    253 / 179  306 / 415  269 / 342  491 / 529  213 / 360  832 / 1368  194 / 249  153 / 175  214 / 302 
78 910 11 12
 3 / 6  10 / 12  14 / 15  0 / 1  370 / 128
 371 / 296  6 / 3  367 / 337  8 / 4  279 / 240
   31 / 29    17 / 8    25 / 32    4 / 4     36 / 47 8 / 9    5 / 1    12 / 24    10 / 7    7 / 3   20 / 23    325 / 342  4 / 1  269 / 364  0 / 3  8 / 6  281 / 276  106 / 70  1 / 3  85 / 74  233 / 176  51 / 75 
13 14 15 16 17 18
 30 / 15  32 / 33 8 / 7  272 / 222  31 / 15
   17 / 5    73 / 37  134 / 159   
4 / 3    20 / 30      141 / 311   
6 / 3  202 / 269  332 / 585 
6 / 5  87 / 114 
19 20 21 22 23 24
 405 / 331 
354 / 377  15 / 13 
25 26
FIGURE 5-1
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Existing Peak Hour Traffic Volumes
State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 34 / 73
34 / 13 0 / 1
139 / 112
5 / 2
34 / 19
115 / 90
22 / 17
75 / 79
1 / 3
7 / 2
310 / 238
141 / 109
92 / 119
9 / 9
Sunnyside Avenue/Behymer Avenue
255 / 402
120 / 276
Clovis Avenue/Alluvial Avenue
Fowler Avenue/State Route 168 Eastbound Ramps
18 / 14
125 / 112
185 / 110
424 / 163
488 / 238
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 389 / 183
444 / 531
Sunnyside Avenue/Nees Avenue
28 / 34
5 / 7
497 / 430
774 / 857
14 / 23
16 / 5
80 / 59
0 / 1
57 / 98
17 / 35
418 / 738
74 / 120
32 / 36
7 / 13
3 / 9
215 / 201
Fowler Avenue/Nees Avenue
15 / 12
37 / 62
11 / 11
Fowler Avenue/Shepherd Avenue
22 / 26
25 / 26
25 / 26
137 / 115
402 / 266
70 / 124
61 / 67
454 / 497
479 / 677
729 / 342
66 / 66
2 / 0
294 / 400
20 / 46
127 / 146
9 / 9
14 / 13
2 / 4
Clovis Avenue/Nees Avenue Sunnyside Avenue/Shepherd Avenue Fowler Avenue/State Route 168 Westbound Ramps
282 / 558
126 / 77
54 / 80
27 / 31 16 / 24
552 / 451
74 / 10
576 / 354
44 / 37 70 / 43
Fowler Avenue/Teague Avenue
164 / 309
10 / 6
238 / 247
19 / 9
19 / 10
84 / 120
42 / 27
416 / 253
Willow Avenue/Shepherd Avenue
160 / 243
587 / 657
49 / 89
161 / 127
29 / 13
159 / 142
103 / 76
576 / 454
50 / 31
740 / 464
Willow Avenue/Behymer Avenue Clovis Avenue/Teague Avenue 263 / 156
59 / 44
86 / 70
209 / 290
3 / 2
225 / 190
123 / 95
67 / 26
71 / 24
183 / 60
273 / 223
Clovis Avenue/Shepherd Avenue
80 / 140
Minnewawa Avenue/Shepherd Avenue
127 / 104
150 / 152
41 / 26
Minnewawa Avenue/Behymer Avenue
41 / 46
8 / 6
212 / 205
2 / 0
232 / 350
283 / 262
161 / 271
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
324 / 395
Stanford Avenue-Project Driveway 4/Perrin Road
22 / 26
92 / 294
111 / 163
123 / 270
Sunnyside Avenue/Project Driveway 2
Future Intersection Future Intersection
Future Intersection
P:\DNV2201\Traffic\March_2023\z45_Vol_Exist_NP.xlsx 4/28/2023 1598
AGENDA ITEM NO. 6.
!( !( !(!(
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COPPER AVENUE

BEHYMER AVENUE

SHEPHERD AVENUE

NEES AVENUE
ÄÆ168

TOLLHOUSE ROAD

HERNDON AVENUE
ÄÆ168

TEMPERANCE AVENUE

FOWLER AVENUE

WILLOW AVENUE

CLOVIS AVENUE

SIERRA AVENUE

LOCAN AVENUE
F01 F02
F05
F06
F07
F08
F09
F10
F11
FC01
FC02
CL03
CL04
CL05
CL06
CL07
CL08 CL09
CL10
CL11
CL12
CL15
CL16
CL17
CL18
CL19
CL20
CL21
CL22
CL23
CL24
CL25
CL26 CL27
!( !(!( !(
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ÄÆ168

PARK CREEK ROAD CLOVIS AVENUE

HERNDON AVENUE
CL18
CL17
CL16
CL15
CL14
CL13
CL12
SOURCE: County of Fresno Streets Data 2021, Google Earth 2019 I:\DNV2201\GIS\Reports\figX_CumulativeProjects.mxd (12/29/2022) FIGURE 5-2
Shepherd North Project
Transportation Impact Analysis
Cumulative Project Locations
S
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LEGEND
!( City of Fresno Cumulative Projects
!( County of Fresno Cumulative Projects
!( City of Clovis Cumulative Projects
!(
!(
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SHEPHERD AVENUE

WILLOW AVENUE
F11
CL02
CL01
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FEET
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KNOTTING HILL DRIVE
F04
F03

FRIANT ROAD
1599
AGENDA ITEM NO. 6.
 99 / 128  42 / 116  51 / 90
 7 / 9  248 / 231  4 / 7  299 / 436  235 / 489
 5 / 11    244 / 300  5 / 11    38 / 41    26 / 34  2 / 1    78 / 216    6 / 6    51 / 117    48 / 64    2 / 2   7 / 9  138 / 285  2 / 4  283 / 439  306 / 384  1 / 2  35 / 47  5 / 10  89 / 72  16 / 52 
12 3 4 5 6
 16 / 57
 15 / 39  152 / 119  4 / 15  42 / 75
 33 / 62   8 / 18  70 / 136  208 / 213    4 / 3  3 / 5 1 / 2   15 / 11   88 / 88  85 / 89  64 / 153    5 / 4  45 / 53  1 / 1  20 / 16  10 / 7  55 / 60 
147 / 144  35 / 28 
78 910 11 12
 207 / 495  30 / 19  154 / 373
 4 / 12   29 / 19  6 / 17  1 / 1    1 / 5 32 / 49    5 / 15  1 / 1    12 / 20   
339 / 373  12 / 11  1 / 1  253 / 282 
80 / 84  77 / 78 
13 14 15 16 17 18
 3 / 6
   6 / 18  1 / 4  
21 / 47   12 / 11   7 / 21   
13 / 8  6 / 20 
19 20 21 22 23 24
 208 / 506
347 / 379 
25 26
FIGURE 5-3
XXX / YYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Cumulative Projects Trip Assignment
State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 4 / 3
42 / 32
10 / 33
14 / 9
43 / 29
7 / 5
3 / 10
47 / 105
8 / 6
5 / 3
Sunnyside Avenue/Behymer Avenue
41 / 119
2 / 4
Clovis Avenue/Alluvial Avenue
Fowler Avenue/State Route 168 Eastbound Ramps
9 / 22
1 / 6
1 / 1
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 19 / 12
Sunnyside Avenue/Nees Avenue
5 / 4
19 / 12
27 / 24
16 / 15 2 / 9
15 / 34
9 / 32
4 / 14
45 / 32
Fowler Avenue/Nees Avenue
11 / 7
Fowler Avenue/Shepherd Avenue
32 / 49
24 / 54
24 / 54
13 / 39
151 / 103
83 / 188
9 / 23
75 / 165
7 / 7
15 / 38
102 / 264
0 / 1
24 / 54
Clovis Avenue/Nees Avenue Sunnyside Avenue/Shepherd Avenue Fowler Avenue/State Route 168 Westbound Ramps
155 / 395
28 / 30
53 / 93
3 / 12
176 / 267
1 / 2
178 / 263 215 / 170
Fowler Avenue/Teague Avenue
18 / 49
41 / 34
51 / 38
93 / 94
46 / 50
2 / 2
Willow Avenue/Shepherd Avenue
25 / 36
285 / 725
161 / 373
74 / 150
88 / 90
300 / 204
102 / 75
325 / 264
151 / 166
530 / 537
Willow Avenue/Behymer Avenue Clovis Avenue/Teague Avenue 2 / 1
19 / 16
79 / 167
106 / 271
25 / 49
54 / 76
149 / 133
1 / 2
224 / 174
Clovis Avenue/Shepherd Avenue
31 / 63
Minnewawa Avenue/Shepherd Avenue
107 / 337
64 / 91
26 / 50
Minnewawa Avenue/Behymer Avenue
4 / 3
3 / 12
44 / 38
18 / 39
93 / 76
24 / 37
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
14 / 11
Stanford Avenue-Project Driveway 4/Perrin Road
32 / 49
4 / 2
17 / 40
Sunnyside Avenue/Project Driveway 2
Future Intersection Future Intersection
Future Intersection
P:\DNV2201\Traffic\March_2023\z45_Cumulative Project Assign.xlsx 4/28/2023 1600
AGENDA ITEM NO. 6.
 55 / 26  212 / 283  306 / 105  133 / 201  113 / 142  138 / 100  580 / 569  164 / 103  645 / 815  529 / 793    21 / 42    291 / 336    17 / 17    107 / 77    135 / 111  69 / 12    107 / 252    3 / 3    84 / 137    108 / 186    79 / 83   133 / 57  393 / 646  125 / 92  641 / 892  643 / 727  223 / 89  238 / 128  150 / 123  46 / 34  241 / 153  134 / 155  12 3 4 5 6
 180 / 74  104 / 116  176 / 199
 396 / 447  415 / 320  802 / 709  83 / 199  1063 / 1137    35 / 22    44 / 36  1530 / 1591  1864 / 1761    152 / 319  441 / 203 41 / 55    15 / 22    1047 / 1748  897 / 1455  335 / 609    258 / 183  351 / 468  284 / 353  511 / 545  223 / 367  887 / 1428  341 / 393  154 / 176  249 / 330 
78 910 11 12
 3 / 6  40 / 31  14 / 15  0 / 1  370 / 128
 589 / 826  6 / 3  373 / 354  9 / 5  439 / 634
   35 / 41    46 / 27    25 / 32    4 / 4     37 / 52 40 / 58    5 / 1    17 / 39    10 / 7    7 / 3   32 / 43    695 / 736  4 / 1  281 / 375  1 / 4  8 / 6  552 / 570  195 / 160  1 / 3  85 / 74  234 / 177  140 / 161 
13 14 15 16 17 18
 30 / 15  36 / 42 8 / 7  278 / 240  31 / 15
   17 / 5    73 / 37  135 / 163   
25 / 50    20 / 30      148 / 332   
6 / 3  214 / 280  338 / 605 
19 / 13  87 / 114 
19 20 21 22 23 24
 627 / 873 
735 / 778  15 / 13 
25 26
FIGURE 5-4
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Near-Term (2028) without Project Peak Hour Traffic Volumes State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 38 / 76
40 / 17 0 / 1
190 / 150
15 / 35
48 / 28
167 / 125
22 / 17
82 / 84
1 / 3
7 / 2
313 / 248
192 / 228
97 / 122
9 / 9
Sunnyside Avenue/Behymer Avenue
304 / 549
122 / 280
Clovis Avenue/Alluvial Avenue
Fowler Avenue/State Route 168 Eastbound Ramps
27 / 36
126 / 118
185 / 110
425 / 164
496 / 244
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 408 / 195
466 / 550
Sunnyside Avenue/Nees Avenue
36 / 40
14 / 39
516 / 442
803 / 888
14 / 23
16 / 5
82 / 68
0 / 1
73 / 147
17 / 35
435 / 779
92 / 168
32 / 36
7 / 23
7 / 13
269 / 239
Fowler Avenue/Nees Avenue
15 / 12
37 / 62
11 / 11
Fowler Avenue/Shepherd Avenue
54 / 75
49 / 80
49 / 80
137 / 115
633 / 423
153 / 312
61 / 67
463 / 520
579 / 926
729 / 342
73 / 73
2 / 0
437 / 800
20 / 46
127 / 147
33 / 63
14 / 13
2 / 4
Clovis Avenue/Nees Avenue Sunnyside Avenue/Shepherd Avenue Fowler Avenue/State Route 168 Westbound Ramps
476 / 1082
154 / 107
38 / 38
110 / 183
19 / 36
743 / 728
75 / 12
759 / 634
48 / 51 70 / 43
Fowler Avenue/Teague Avenue
186 / 372
51 / 40
301 / 293
19 / 9
152 / 131
130 / 170
72 / 48
751 / 504
Willow Avenue/Shepherd Avenue
185 / 279
872 / 1382
211 / 465
240 / 294
117 / 103
459 / 346
205 / 151
1015 / 795
201 / 197
1270 / 1001
Willow Avenue/Behymer Avenue Clovis Avenue/Teague Avenue 265 / 157
105 / 86
193 / 392
366 / 728
3 / 2
250 / 239
126 / 105
201 / 156
380 / 265
196 / 70
644 / 496
Clovis Avenue/Shepherd Avenue
111 / 203
Minnewawa Avenue/Shepherd Avenue
191 / 195
257 / 489
75 / 104
Minnewawa Avenue/Behymer Avenue
45 / 49
11 / 18
256 / 243
2 / 0
250 / 389
401 / 355
194 / 314
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
344 / 410
Stanford Avenue-Project Driveway 4/Perrin Road
54 / 75
96 / 296
111 / 163
143 / 320
Sunnyside Avenue/Project Driveway 2
Future Intersection Future Intersection
Future Intersection
P:\DNV2201\Traffic\March_2023\z45_Vol_2028_NP.xlsx 4/28/2023 1601
AGENDA ITEM NO. 6.
 168 / 50  222 / 297  380 / 160  140 / 211  166 / 147  365 / 142  607 / 596  523 / 216  675 / 854  555 / 833    99 / 128    305 / 353    43 / 18    111 / 80    239 / 234  72 / 13    112 / 265    3 / 7    88 / 144    110 / 191    83 / 154   157 / 121  406 / 676  132 / 370  672 / 933  675 / 763  234 / 108  250 / 134  286 / 387  96 / 101  364 / 218  210 / 163  12 3 4 5 6
 233 / 351  109 / 122  185 / 208
 468 / 469  416 / 336  848 / 772  93 / 214  1112 / 1423    37 / 33    46 / 38  1698 / 2287  2060 / 2271    196 / 326  512 / 234 71 / 101    16 / 23    1234 / 1846  1078 / 1526  389 / 635    270 / 236  399 / 590  291 / 400  899 / 609  234 / 397  936 / 1499  358 / 413  193 / 185  364 / 349 
78 910 11 12
 91 / 309  42 / 37  19 / 28  0 / 1  386 / 282
 618 / 866  6 / 3  462 / 483  9 / 5  461 / 665
   37 / 43    48 / 28    52 / 50    4 / 4     75 / 72 199 / 353    6 / 2    18 / 54    11 / 8    7 / 3   53 / 54    728 / 772  4 / 1  328 / 494  1 / 4  8 / 6  681 / 598  204 / 168  1 / 3  162 / 140  250 / 233  282 / 169  13 14 15 16 17 18
 43 / 105  38 / 102 8 / 28  308 / 369  33 / 18
   30 / 18    96 / 57  137 / 171   
26 / 53    21 / 73      150 / 353   
10 / 3  271 / 348  384 / 635 
20 / 14  106 / 142 
19 20 21 22 23 24
 746 / 1218 
1078 / 965  16 / 14 
25 26
FIGURE 5-5
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Cumulative (2046) without Project Peak Hour Traffic Volumes State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 40 / 108
63 / 32 0 / 1
440 / 189
16 / 37
63 / 29
361 / 157
43 / 20
86 / 90
1 / 3
7 / 2
331 / 300
201 / 279
100 / 370
9 / 9
Sunnyside Avenue/Behymer Avenue
451 / 603
158 / 320
Clovis Avenue/Alluvial Avenue
32 / 38
518 / 230
342 / 155
497 / 199
565 / 286
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 533 / 239
571 / 631
Sunnyside Avenue/Nees Avenue
93 / 58
40 / 40
115 / 192
539 / 464
843 / 943
93 / 336
15 / 41
Clovis Avenue/Nees Avenue
80 / 61
19 / 22
7 / 24
632 / 323
Sunnyside Avenue/Shepherd Avenue
15 / 29
3 / 0
413 / 341
397 / 157
310 / 153
17 / 5
84 / 71
0 / 1
77 / 259
20 / 54
82 / 286
Fowler Avenue/Shepherd Avenue
372 / 948
1120 / 651
1120 / 651
152 / 227
Fowler Avenue/State Route 168 Eastbound Ramps
454 / 832
442 / 833
21 / 48
279 / 261
661 / 453
161 / 328
91 / 90
486 / 788
610 / 958
787 / 406
78 / 77
Fowler Avenue/State Route 168 Westbound Ramps
498 / 1130
162 / 125
20 / 180
779 / 764
79 / 13
797 / 665
58 / 114 115 / 110
Fowler Avenue/Teague Avenue
195 / 666
Fowler Avenue/Nees Avenue
54 / 42
762 / 411
135 / 23
16 / 13
66 / 65
159 / 136
137 / 179
136 / 50
780 / 535
Willow Avenue/Shepherd Avenue
390 / 293
916 / 1451
319 / 488
252 / 308
123 / 108
892 / 504
331 / 159
1060 / 831
211 / 207
1334 / 1051
Willow Avenue/Behymer Avenue Clovis Avenue/Teague Avenue 197 / 676
146 / 277
283 / 165
431 / 1110
8 / 3
589 / 254
166 / 203
286 / 161
597 / 273
295 / 73
908 / 581
Clovis Avenue/Shepherd Avenue
117 / 222
Minnewawa Avenue/Shepherd Avenue
218 / 313
310 / 681
78 / 108
Minnewawa Avenue/Behymer Avenue
115 / 149
12 / 28
269 / 430
2 / 0
380 / 609
470 / 372
203 / 329
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
449 / 489
Stanford Avenue-Project Driveway 4/Perrin Road
156 / 166
150 / 504
101 / 311
372 / 948
Sunnyside Avenue/Project Driveway 2
Future Intersection Future Intersection
Future Intersection
P:\DNV2201\Traffic\March_2023\z45_Vol_2046_NP.xlsx 4/28/2023 1602
AGENDA ITEM NO. 6.

Adjusted Existing Adjusted Existing
Existing Project (2022) Existing Project (2022)
Roadway # Segment (2022) Trips Plus Project (2022) Trips Plus Project 1 between Willow Avenue and Minnewawa Avenue 364 4 368 236 6 2422 between Minnewawa Avenue and Sunnyside Avenue 699 4 703 385 6 391 3 between Sunnyside Avenue and Fowler Avenue 629 4 633 374 6 380 4 between Willow Avenue and Minnewawa Avenue 884 106 990 1,033 142 1,175 5 between Minnewawa Avenue and Clovis Avenue 906 161 1,067 942 217 1,1596 between Clovis Avenue and Sunnyside Avenue 870 267 1,137 806 359 1,1657 between Sunnyside Avenue and Project Driveway 3 749 251 1,000 704 336 1,0408 between Project Driveway 3 and Fowler Avenue 749 93 842 704 126 830 Herndon Avenue 9 between State Route 168 Eastbound Ramps and Clovis Avenue 2,914 81 2,995 3,756 108 3,864 Willow Avenue 10 between Behymer Avenue and Shepherd Avenue 1,632 43 1,675 1,452 57 1,509 Minnewawa Avenue 11 between Behymer Avenue and Shepherd Avenue 542 0 542 483 0 483 12 between Shepherd Avenue and Teague Avenue 503 106 609 457 142 59913 between Teague Avenue and Nees Avenue 1,014 97 1,111 822 131 953 14 between Nees Avenue and Alluvial Avenue 1,007 97 1,104 1,087 131 1,218 15 between Alluvial Avenue and Herndon Avenue 1,476 97 1,573 1,726 131 1,857 16 between Project Driveway 1 and Shepherd Avenue 58 136 194 60 183 243 17 between Shepherd Avenue and Teague Avenue 233 60 293 233 80 31318 between Teague Avenue and Nees Avenue 238 59 297 250 80 33019 between Behymer Avenue and Ticonderoga 791 4 795 476 6 482 20 between Ticonderoga and Shepherd Avenue 792 0 792 486 0 48621 between Shepherd Avenue and Teague Avenue 457 63 520 579 86 665 22 between Teague Avenue and Nees Avenue 427 63 490 578 86 66423 between Nees Avenue and State Route 168 Westbound Ramps 1,361 60 1,421 1,718 80 1,798 Notes:
1Counts at segments 2 and 3 were collected when schools were not in session. Therefore, counts were collected at the adjacent segment 1 at the same time and compared with segment 1 counts prior to school closure. For the a.m. peak hour, segment 1 counts were higher during school session. Therefore, the counts for segments 2 and 3 were adjusted accordingly. However, for the p.m. peak hour, segment 1 counts were lower during school session. Therefore, no adjustment was made to the counts for segments 2 and 3.

Table 5‐A ‐ Existing Roadway Segment Weekday Peak Hour Traffic Volumes A.M. Peak Hour P.M. Peak Hour
Behymer Avenue
Shepherd Avenue
Clovis Avenue
Sunnyside Avenue
Fowler Avenue
P:\DNV2201\Traffic\xRoadway.xlsx\Existing 2022 (2/10/2023) 1603 AGENDA ITEM NO. 6.

In Out Total In Out Total
CL01 .
1958 N Willow Avenue
Strip Retail Plaza (<40k)1 24.287 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip Generation 34 23 57 80 80 160 1,322
Pass‐by Trips2 0 0 0 (32) (32) (64) (529)
Net New Trips 34 23 57 48 48 96 793
CL02 .
1959 N Willow Avenue
Single‐Family Detached Housing
3 258 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 46 134 180 152 90 242 2,433
CL03 .

Planning Areas 1‐5
Single‐Family Detached Housing
3 646 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 116 336 452 381 226 607 6,092
Single‐Family Attached Housing5 56 DU
Trips/Unit 0.15 0.33 0.48 0.32 0.25 0.57 7.20
Trip Generation 8 18 26 18 14 32 403
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 2,108 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 211 632 843 675 401 1,076 14,208
Shopping Center (>150)
7 918.724 TSF
Trips/Unit 0.52 0.32 0.84 1.63 1.77 3.40 37.01
Trip Generation 478 294 772 1,498 1,626 3,124 34,002
Pass‐by Trips8 0 0 0 (434) (472) (906) (9,861)
Net New Trips 478 294 772 1,064 1,154 2,218 24,141
Planning Areas 6,7,8,10,11,12
Single‐Family Detached Housing
3 1,923 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 346 1,000 1,346 1,135 673 1,808 18,134
Single‐Family Attached Housing5 339 DU
Trips/Unit 0.15 0.33 0.48 0.32 0.25 0.57 7.20
Trip Generation 51 112 163 108 85 193 2,441
Planning Area 9
Elementary School9 750 STU
Trips/Unit 0.40 0.34 0.74 0.07 0.09 0.16 2.27
Trip Generation 300 255 555 53 68 121 1,703
Planning Areas 13‐17
Single‐Family Detached Housing
3 545 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 98 283 381 322 191 513 5,139
Shopping Plaza (40‐150k) ‐Supermarket ‐Yes 10 77.467 TSF Trips/Unit 2.19 1.34 3.53 4.33 4.70 9.03 94.49
Trip Generation 170 104 274 335 364 699 7,320
Pass‐by Trips11 0 0 0 (134) (146) (280) (2,928)
Net New Trips 170 104 274 201 218 419 4,392
Total Gross Trip Generation 1,778 3,034 4,812 4,525 3,648 8,173 89,442 Total Pass‐By Trips 0 0 0 (568) (617) (1,186) (12,789)
Total Net Trip Generation 1,778 3,034 4,812 3,957 3,031 6,987 76,653 CL04 .

Northeast of Timmy Avenue and Ness Avenue
Single‐Family Detached Housing
3 10 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 2 5 7 6 4 10 94
CL05 .

Trip Generation 185 DU 20 66 86 66 38 104 1,356
CL06 .

Trip Generation 80.000 TSF 16 11 27 18 22 40 556
CL07 .

Trip Generation 590 DU 106 307 413 348 207 555 5,564
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
Enzon's Table Commercial
Enzon's Table Residential
TM 626212
The Well Church13
TM 6348
Heritage Grove4
Tract Map 634314
P:\DNV2201\Traffic\Cumulative Projects_DNV.xlsx\Trip Gen Cumulative (2/14/2023) 1604 AGENDA ITEM NO. 6.

In Out Total In Out Total
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
CL08 .

Trip Generation 255 DU 47 142 189 159 93 252 2,407
CL09 .

Trip Generation 176 DU 32 98 130 110 64 174 1,661
CL10 .

Trip Generation 137 DU 25 76 101 86 50 136 1,293
CL11 .

Southwest of Clovis Avenue and Riordan Avenue
Single‐Family Detached Housing
3 10 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 2 5 7 6 4 10 94
CL12 .
622 N Pollasky Avenue
Warehousing
18,19 15.100 TSF
Auto Trips 1 1 2 1 1 2 18
Total Truck Trips 000 0 1 1 8
Total Trip Generation 1 1 2 1 2 3 26
CL13 .
466 Spruce Avenue
Warehousing
18,19 11.470 TSF
Auto Trips 1 0 1 0 1 1 14
Total Truck Trips 000 0 0 0 6
Total Trip Generation 1 0 1 0 1 1 20
CL14 .
541 DeWitt Avenue
Warehousing
18,19 7.800 TSF
Auto Trips 101 0 1 1 9
Total Truck Trips 000 0 0 0 4
Total Trip Generation 1 0 1 0 1 1 13
CL15 .
520 Park Creek
Warehousing
18,19 9.897 TSF
Auto Trips 1 0 1 0 1 1 12
Total Truck Trips 000 0 0 0 5
Total Trip Generation 1 0 1 0 1 1 17
CL16 .

West of Clovis Avenue and Palo Alto Avenue
Hotel20 86 RM
Trips/Unit 0.26 0.20 0.46 0.30 0.29 0.59 7.99
Trip Generation 22 17 39 26 25 51 687
CL17 .
100 N Clovis Avenue
Medical‐Dental Office Building ‐ Stand‐Alone
21 4.406 TSF
Trips/Unit 2.45 0.65 3.10 1.18 2.75 3.93 36.00
Trip Generation 11 3 14 5 12 17 159
CL18 .
153 N Clovis Avenue
General Office Building
22 3.298 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip Generation 4 1 5 1 4 5 36
CL19 .

Trip Generation 74 DU 14 42 56 47 27 74 700
CL20 .

Trip Generation 95 DU 18 54 72 60 35 95 906
CL21 .

Southwest of Herndon Avenue and Armstrong Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 252 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 25 76 101 81 48 129 1,698
CL22 .

West of Temperance Avenue and Ness Avenue
Single‐Family Detached Housing
3 8 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 1 4 5 5 3 8 75
CL23 .

East of Temperance Avenue and South of Shepherd Avenue
Single‐Family Detached Housing
3 101 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 18 53 71 60 35 95 952
SPR 2021‐014
Tru Hotel Site
SPR 2021‐005
SPR 2005‐037A
TM 6284
23 Tract 6154
24 TM 5807
TM 6367
TM6309
Tract 626317
TM 6268
SPR 2021‐004
SPR 2020‐002
SPR 2020‐007
TM 605015
Lennar ‐ Tract no. 6200 ‐Phase 1
16 P:\DNV2201\Traffic\Cumulative Projects_DNV.xlsx\Trip Gen Cumulative (2/14/2023) 1605 AGENDA ITEM NO. 6.

In Out Total In Out Total
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
CL24 .

Trip Generation 150 Occupied Beds Hotel 1,153 469 1,622 978 1,674 2,652 30,008 220.000 TSF Retail
468.844 TSF Hospital
354.392 TSF MOB
100 Occupied Beds Assisted Living
CL25 .

West of Temperance Avenue and Herndon Avenue
Assisted Living26 150 Beds
Trips/Unit 0.11 0.07 0.18 0.09 0.15 0.24 2.60
Trip Generation 17 11 28 14 23 37 390
CL26 .

Trip Generation 37 DU 7 20 27 23 14 37 349
CL27 .

Trip Generation 162 DU 30 90 120 101 59 160 1,529
FC01 .

Northwest of Cooper Avenue and Auberry Road
Campground/Recreational Vehicle Park22 38.030 AC
Trips/Unit 0.20 0.28 0.48 0.68 0.30 0.98 7.30
Trip Generation 8 11 19 26 11 37 278
FC02 .

Northwest of Cooper Avenue and Lucan Avenue
Campground/Recreational Vehicle Park28 38.910 AC
Trips/Unit 0.20 0.28 0.48 0.68 0.30 0.98 7.30
Trip Generation 8 11 19 26 12 38 284
F01 .
1000 E Copper Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 501 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 50 150 200 160 95 255 3,377
F02 .
1880 E Copper Avenue
Convenience Store/Gas Station ‐ GFA (2‐4k)
29 4 VFP
Trips/Unit 8.03 8.03 16.06 9.21 9.21 18.42 265.12
Trip Generation 32 32 64 37 37 74 1,060
Pass‐by Trips30 (19) (19) (38) (21) (21) (41) (615)
Net New Trips 13 13 26 16 16 33 445
Strip Retail Plaza (<40k)1 23.400 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip Generation 33 22 55 77 77 154 1,274
Pass‐by Trips2 0 0 0 (31) (31) (62) (510)
Net New Trips 33 22 55 46 46 92 764
Total Gross Trip Generation 65 54 119 114 114 228 2,334 Total Pass‐By Trips (19) (19) (38) (52) (52) (103) (1,124) Total Net Trip Generation 46 35 81 62 62 125 1,210
F03 .
11075 N Knotting Hill Drive
General Office Building
22 28.000 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip Generation 38 5 43 7 34 41 304
F04 .
2066 E Copper Avenue
Medical‐Dental Office Building ‐ Stand‐Alone
21 43.560 TSF
Trips/Unit 2.45 0.65 3.10 1.18 2.75 3.93 36.00
Trip Generation 107 28 135 51 120 171 1,568
Tract 633927
TM 623927
SPR 90‐088A12
25 SPR 2018‐020
P21‐05249
P20‐02040
CUP 3588
CUP 3526
Copper River Apartments
P21‐05913
P:\DNV2201\Traffic\Cumulative Projects_DNV.xlsx\Trip Gen Cumulative (2/14/2023) 1606 AGENDA ITEM NO. 6.

In Out Total In Out Total
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
F05 .
10061 N Maple Avenue
Convenience Store/Gas Station ‐ GFA (2‐4k)
29 16 VFP
Trips/Unit 8.03 8.03 16.06 9.21 9.21 18.42 265.12
Trip Generation 128 128 256 147 147 294 4,242
Pass‐by Trips30 (97) (97) (195) (110) (110) (221) (3,203) Net New Trips 31 31 61 37 37 74 1,039
Strip Retail Plaza (<40k)1 6.900 TSF
Trips/Unit 1.42 0.94 2.36 3.30 3.29 6.59 54.45
Trip Generation 10 6 16 23 23 46 376
Pass‐by Trips2 0 0 0 (9) (9) (18) (150)
Net New Trips 10 6 16 14 14 28 226
Fast‐Food Restaurant without Drive‐Though Window31 1.892 TSF Trips/Unit 25.04 18.14 43.18 16.61 16.60 33.21 450.49
Trip Generation 47 34 81 31 31 62 852
Pass‐by Trips32 (24) (17) (41) (17) (17) (34) (447)
Net New Trips 24 17 41 14 14 28 405
Fast‐Food Restaurant with Drive‐Through Window33 2.695 TSF Trips/Unit 22.75 21.86 44.61 17.18 15.85 33.03 467.48
Trip Generation 61 59 120 46 43 89 1,260
Pass‐by Trips34 (31) (30) (60) (25) (24) (49) (662)
Net New Trips 31 30 60 21 19 40 599
Mini Warehouse35 164.611 TSF
Trips/Unit 0.05 0.04 0.09 0.07 0.08 0.15 1.45
Trip Generation 8 7 15 12 13 25 239
Automated Car Wash36 2.420 TSF
Trips/Unit 5.66 3.32 8.98 7.10 7.10 14.20 163.09
Trip Generation 14 8 22 17 17 34 395
Total Gross Trip Generation 268 242 510 276 274 550 7,364 Total Pass‐By Trips (151) (144) (295) (162) (160) (322) (4,462) Total Net Trip Generation 117 98 215 114 114 228 2,902
F06 .
7521 N Chesnut Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 105 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 11 32 43 34 20 54 708
F07 .
2471 E Fir Avenue
General Office Building
22 18.175 TSF
Trips/Unit 1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip Generation 24 3 27 4 22 26 197
F08 .
11479 N Willow Avenue
Single‐Family Detached Housing
3 518 DU
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 93 269 362 306 181 487 4,885
F09 .
10047 N Chestnut Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit 6 106 DU Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 11 32 43 34 20 54 714
F10 .

Trip Generation 274 DU 62 158 220 205 138 343 3,537

28.000 TSF Retail
F11 .
2884 East Shepherd Avenue
Fast‐Food Restaurant without Drive‐Though Window31 1.070 TSF Trips/Unit 25.04 18.14 43.18 16.61 16.60 33.21 450.49
Trip Generation 27 19 46 18 18 36 482
Pass‐by Trips32 (14) (10) (23) (10) (10) (20) (253)
Net New Trips 14 10 23 8 8 16 229
Gross Trip Generation 4,204 5,756 9,960 8,219 7,323 15,542 169,819 Pass‐By Trips Reduction (184) (172) (356) (824) (871) (1,694) (19,157) Total Net Trip Generation 4,020 5,584 9,604 7,395 6,452 13,848 150,662 P21‐02506
P20‐03299
P22‐00358
P21‐01875
P21‐01385‐ Maple & Behymer Commercial and Self‐Storage Project P20‐00213
T‐624937
P:\DNV2201\Traffic\Cumulative Projects_DNV.xlsx\Trip Gen Cumulative (2/14/2023) 1607 AGENDA ITEM NO. 6.

In Out Total In Out Total
Table 5‐B ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
Notes:

DU = Dwelling Units; TSF = Thousand Square Feet; RM = Rooms; VFP = Vehicle Fueling Positions; MOB=Medical Office Building; STU = Students; AC =Acre. 1 2
3 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing " , Setting/Location ‐ 'General Urban/Suburban'. 4 5
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 215 ‐ "Single‐Family Attached Housing " , Setting/Location ‐ 'General Urban/Suburban'. 6 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 220 ‐ "Multifamily Housing (Low Rise) Not Close to Rail Transit " , Setting/Location ‐ 'General Urban/Suburban'. 7 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 820 ‐ "Shopping Center (>150k)" , Setting/Location ‐ 'General Urban/Suburban'. 8 9
Rates from ITE Trip Generation Manual , (11th Edition), Land Use 520 ‐ "Elementary School " , Setting/Location ‐ 'General Urban/Suburban'. 10 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 821 ‐ "Shopping Plaza (40‐150k)‐ Supermarket ‐ Yes " , Setting/Location ‐ 'General Urban/Suburban'. 11 12 Trip generation taken from "Proposed Multifamily Residential Development Tentative Tract No. 6262"  traffic study by Peters Engineering Group (May 2019). 13 Trip generation taken from "Proposed Church"  traffic study by Peters Engineering Group (March 2021). 14 Trip generation taken from "Tract Map 6343"  scoping agreement by LSA (July 2022). 15 Trip generation taken from "Tentative Tract 6050 (Single‐Family Housing"  traffic study by JLB Traffic Engineering, Inc. (April 2020). 16 Trip generation taken from "Shepherd Avenue"  traffic study by JLB Traffic Engineering, Inc. (June 2018). 17 Trip generation taken from "TT 6263"  traffic study by JLB Traffic Engineering, Inc. (August 2019). 18 19
20 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 310 ‐ "Hotel " , Setting/Location ‐ 'General Urban/Suburban'. 21 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 720 ‐ "Medical‐Dental Office Building ‐ Stand Alone" , Setting/Location ‐ 'General Urban/Suburban'. 22 23 Trip generation taken from "Proposed McKenney Assemblage ‐ Tract 6284"  traffic study by Peters Engineering Group (March 2020). 24 Trip generation taken from "Proposed Dry Creek Preserve Master Plan"  traffic study by Peters Engineering Group (February 2018). 25 Trip generation taken from "Master Plan Expansion of the Clovis Community Medical Center"  traffic study by JLB Traffic Engineering, Inc. (November 2017). 26 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 254 ‐ "Assisted Living " , Setting/Location ‐ 'General Urban/Suburban'. 27 Trip generation taken from "Locan 35"  traffic study by JLB Traffic Engineering, Inc. (October 2019). 28 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 416 ‐ "Campground/Recreational Vehicle Park " , Setting/Location ‐ 'General Urban/Suburban'. 29 30
31 32
33 34
35 Rates from ITE Trip Generation Manual , (11th Edition), Land Use 151 ‐ "Mini Warehouse" , Setting/Location ‐ 'General Urban/Suburban'. 36 37 Trip generation taken from "Tract 6249"  traffic study by KD Anderson & Associates, Inc. (June 2019).

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 934 ‐ "Fast‐Food Restaurant with Drive‐Through Window" , Setting/Location ‐ 'General Urban/Suburban'.

Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 934 ‐ 'Fast‐Food Restaurant with Drive‐Through Window.' A pass‐by rate of 50% was used for the a.m. peak hour and a pass‐by rate of 55% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the average of a.m and p.m. pass‐by rate was used as the daily pass‐by rate.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 948 ‐ "Automated Car Wash" , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 710 ‐ "General Office Building" , Setting/Location ‐ 'General Urban/Suburban'.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 945 ‐ "Convenience Store/Gas Station ‐ GFA (2‐4K)" , Setting/Location ‐ 'General Urban/Suburban'.

Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 945 ‐ 'Convenience Store/Gas Station ‐ GFA (2‐4K).' A pass‐by rate of 60% was used for the a.m. peak hour and a pass‐by rate of 56% was used for the p.m. peak hour. Since daily pass‐ by rates are not available for this land use in the ITE Trip Generation Manual , the average of a.m and p.m. pass‐by rate was used as the daily pass‐by rate.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 933 ‐ "Fast‐Food Restaurant without Drive‐Through Window" , Setting/Location ‐ 'General Urban/Suburban'.

Since pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 933 ‐ 'Fast‐Food Restaurant without Drive‐Through Window' do not exist. Pass‐by rates were taken from Land Use 934 ‐ 'Fast‐Food Restaurant with Drive‐Through Window.' A pass‐by rate of 50% was used for the a.m. peak hour and a pass‐by rate of 55% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITETrip Generation Manual , the average of a.m and p.m. pass‐by rate was used as the daily pass‐by rate.

Rates from ITE Trip Generation Manual , (11th Edition), Land Use 150 ‐ "Warehousing" , Setting/Location ‐ 'General Urban/Suburban'.

The truck mix percentages were obtained from South Coast Air Quality Management District (SCAQMD) recommendations for warehousing projects. As such, The truck mix was considered as 6.8% 2‐axle trucks, 5.5% 3‐axle trucks, and 18.7% 4 or more axle trucks.

Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 820 ‐ 'Shopping Center (>150k).' A pass‐by rate of 29% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITETrip Generation Manual , the p.m. pass‐by rate was used as the daily pass‐by rate.

Pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 821 ‐ 'Shopping Plaza (40‐150k)‐ Supermarket ‐ Yes.' A pass‐by rate of 40% was used for the p.m. peak hour. Since daily pass‐by rates are not available for this land use in the ITETrip Generation Manual , the p.m. pass‐by rate was used as the daily pass‐by rate.

Rates from Institute of Transportation Engineers (ITE) Trip Generation Manual , (11th Edition) Land Use 822 ‐ "Strip Retail Plaza (<40k)" , Setting/Location ‐ 'General Urban/Suburban'.

Since pass‐by rates from the ITE Trip Generation Manual (11th Edition) for Land Use 822 ‐ 'Strip Retail Plaza (<40k)' do not exist. Pass‐by rates were taken from Land Use 821 ‐ 'Shopping Plaza (40‐150k).' A pass‐by rate of 40% was used for the p.m. peak hour.

Since daily pass‐by rates are not available for this land use in the ITE Trip Generation Manual , the p.m. pass‐by rate was used as the daily pass‐by rate.

Based on the information obtained from the City, only Phase 1 of the Heritage Grove Specific Plan (between Shepherd to Perrin) is estimated to be completed by 2028. Therefore, trip generation for only Phase 1 of the Heritage Grove have been considered. Trip generation rates from ITE Trip Generation Manual , (11th Edition)for various land uses have been used to estimate the trip generation for this project. Trip distribution for this project heve been developed using the Fresno COG ABM select zone model run for these areas.

P:\DNV2201\Traffic\Cumulative Projects_DNV.xlsx\Trip Gen Cumulative (2/14/2023) 1608 AGENDA ITEM NO. 6.

Near‐Term Near‐Term Near‐Term Near‐Term
(2028) Project (2028) (2028) Project (2028)
Roadway # Segment Without Project Trips Plus Project Without Project Trips Plus Project 1 between Willow Avenue and Minnewawa Avenue 406 4 410 304 6 310 2 between Minnewawa Avenue and Sunnyside Avenue 750 4 754 466 6 4723 between Sunnyside Avenue and Fowler Avenue 637 4 641 383 6 3894 between Willow Avenue and Minnewawa Avenue 1,932 106 2,038 2,614 142 2,756 5 between Minnewawa Avenue and Clovis Avenue 1,804 161 1,965 2,244 217 2,4616 between Clovis Avenue and Sunnyside Avenue 1,722 267 1,989 2,029 359 2,388 7 between Sunnyside Avenue and Project Driveway 3 1,352 251 1,603 1,647 336 1,983 8 between Project Driveway 3 and Fowler Avenue 1,346 93 1,439 1,645 126 1,771 Herndon Avenue 9 between State Route 168 Eastbound Ramps and Clovis Avenue 3,394 81 3,475 4,383 108 4,491 Willow Avenue 10 between Behymer Avenue and Shepherd Avenue 2,869 43 2,912 3,401 57 3,458 Minnewawa Avenue 11 between Behymer Avenue and Shepherd Avenue 1,232 0 1,232 1,422 0 1,422 12 between Shepherd Avenue and Teague Avenue 1,051 106 1,157 1,211 142 1,353 13 between Teague Avenue and Nees Avenue 1,546 97 1,643 1,537 131 1,668 14 between Nees Avenue and Alluvial Avenue 1,715 97 1,812 2,070 131 2,201 15 between Alluvial Avenue and Herndon Avenue 2,110 97 2,207 2,593 131 2,724 16 between Project Driveway 1 and Shepherd Avenue 114 136 250 163 183 346 17 between Shepherd Avenue and Teague Avenue 393 60 453 445 80 52518 between Teague Avenue and Nees Avenue 345 59 404 387 80 46719 between Behymer Avenue and Ticonderoga 802 4 806 492 6 498 20 between Ticonderoga and Shepherd Avenue 819 0 819 537 0 537 21 between Shepherd Avenue and Teague Avenue 608 63 671 801 86 88722 between Teague Avenue and Nees Avenue 529 63 592 709 86 79523 between Nees Avenue and State Route 168 Westbound Ramps 1,435 60 1,495 1,806 80 1,886 Behymer Avenue
Shepherd Avenue
Clovis Avenue
Sunnyside Avenue
Fowler Avenue
Table 5‐C ‐ Near‐Term (2028) Roadway Segment Weekday Peak Hour Traffic Volumes A.M. Peak Hour P.M. Peak Hour
P:\DNV2201\Traffic\xRoadway.xlsx\NT 2028 (2/10/2023) 1609 AGENDA ITEM NO. 6.

Cumulative Cumulative Final Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
Roadway # Segment Without Project Trips Plus Project Without Project Trips Plus Project 1 between Willow Avenue and Minnewawa Avenue 949 4 953 947 6 953 2 between Minnewawa Avenue and Sunnyside Avenue 1,457 4 1,461 1,097 6 1,103 3 between Sunnyside Avenue and Fowler Avenue 720 4 724 467 6 473 4 between Willow Avenue and Minnewawa Avenue 2,025 106 2,131 2,740 142 2,882 5 between Minnewawa Avenue and Clovis Avenue 1,889 161 2,050 2,349 217 2,5666 between Clovis Avenue and Sunnyside Avenue 1,805 267 2,072 2,127 359 2,486 7 between Sunnyside Avenue and Project Driveway 3 1,398 251 1,649 1,727 336 2,0638 between Project Driveway 3 and Fowler Avenue 1,398 93 1,491 1,724 126 1,850 Herndon Avenue 9 between State Route 168 Eastbound Ramps and Clovis Avenue 3,753 81 3,834 4,792 108 4,900 Willow Avenue 10 between Behymer Avenue and Shepherd Avenue 3,011 43 3,054 3,570 57 3,627 Minnewawa Avenue 11 between Behymer Avenue and Shepherd Avenue 1,791 0 1,791 1,561 0 1,561 12 between Shepherd Avenue and Teague Avenue 1,434 106 1,540 1,734 142 1,876 13 between Teague Avenue and Nees Avenue 1,767 97 1,864 1,903 131 2,034 14 between Nees Avenue and Alluvial Avenue 1,793 97 1,890 2,163 131 2,294 15 between Alluvial Avenue and Herndon Avenue 2,246 97 2,343 2,712 131 2,843 16 between Project Driveway 1 and Shepherd Avenue 1,507 136 1,643 1,609 183 1,792 17 between Shepherd Avenue and Teague Avenue 560 60 620 558 80 638 18 between Teague Avenue and Nees Avenue 551 59 610 538 80 618 19 between Behymer Avenue and Ticonderoga 890 4 894 586 6 59220 between Ticonderoga and Shepherd Avenue 1,410 0 1,410 1,105 0 1,105 21 between Shepherd Avenue and Teague Avenue 1,105 63 1,168 1,225 86 1,311 22 between Teague Avenue and Nees Avenue 966 63 1,029 1,097 86 1,183 23 between Nees Avenue and State Route 168 Westbound Ramps 1,653 60 1,713 2,473 80 2,553 Behymer Avenue
Shepherd Avenue
Clovis Avenue
Sunnyside Avenue
Fowler Avenue
Table 5‐D ‐ Cumulative (2046) Roadway Segment Weekday Peak Hour Traffic Volumes A.M. Peak Hour P.M. Peak Hour
P:\DNV2201\Traffic\xRoadway.xlsx\Cumulative 2046 (2/10/2023) 1610 AGENDA ITEM NO. 6.
6‐1

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

6.0 PROJECT TRAFFIC

6.1 PROJECT TRIP GENERATION
The trip generation for the proposed project was developed using rates from the ITE Trip Generation Manual (11th Edition) for Land Use 210 – “Single‐Family Detached Housing.” Table 6‐A summarizes the project trip generation. As shown in Table 6‐A, the project is anticipated to generate 424 trips in the a.m. peak hour, 569 trips in the p.m. peak hour, and 5,705 daily trips.

6.2 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
The project trip distribution was developed using select zone model runs obtained from the Fresno COG ABM. Appendix A includes the select zone model plots for the proposed project. Figure 6‐1 illustrates the project trip distribution. The project trip generation was applied to the corresponding trip distribution pattern to develop the project trip assignment. Figure 6‐2 illustrates the project trip assignment.

6.3 LIST OF CHAPTER 6.0 FIGURES AND TABLES
 Figure 6‐1: Project Trip Distribution
 Figure 6‐2: Project Trip Assignment
 Table 6‐A: Project Trip Generation

1611
AGENDA ITEM NO. 6.
 (10%)
 (12%)  (25%)  (38%)
  (1%)  (2%)  (1%)  (13%)  (25%) 
 12%  1%  25%  38%  2% 
12 3 4 5 6
 (17%)
 (1%)  (1%)  (2%)  (19%)    1%  (1%)
1%  1%  2%  2%  19%  1% 
78 910 11 12
 7% (42%)
   (10%)   7%
21%    1%  (1%)  (7%) 
42%  (15%) 
13 14 15 16 17 18
   1%     (6%)  (17%)
  10%    
19 20 21 22 23 24
 15%
 7%  1%
52%  9% 
(7%) 
25 26
FIGURE 6‐1
XX% (YY%)
Inbound (Outbound) Distribution Shepherd North Project
Project Driveway Transportation Impact Analysis
Project Trip Distribution
Willow Avenue/Behymer AvenueClovis Avenue/Nees Avenue Sunnyside Avenue/Shepherd Avenue Sunnyside Avenue/Behymer Avenue
17%
3%
Stanford Avenue-Project Driveway 4/Perrin Road Project Driveway 3/Shepherd Avenue State Route 168 Eastbound Ramps/Herndon Avenue
Clovis Avenue/Teague Avenue
23%
(2%)
(23%)
Clovis Avenue/Shepherd Avenue
25%
Minnewawa Avenue/Shepherd Avenue
13%
Minnewawa Avenue/Behymer Avenue
(10%)
Willow Avenue/Shepherd Avenue
2%
10% (23%)
(19%)
(3%)
(1%)
10%
1%
(9%)
(1%)
Fowler Avenue/Teague Avenue
14%
Fowler Avenue/Nees Avenue Fowler Avenue/State Route 168 Westbound Ramps (23%)
23%
14%
15%
(15%)
23% 4% Clovis Avenue/Herndon Avenue State Route 168 Westbound Ramps/Herndon Avenue (4%)
(1%)
(9%)
Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Sunnyside Avenue/Nees Avenue Fowler Avenue/Ticonderoga Sunnyside Avenue/Project Driveway 1
9%
6%
Sunnyside Avenue/Project Driveway 2
15%
17%
Fowler Avenue/State Route 168 Eastbound Ramps
14%
(14%)
14%
4%
(52%)
(15%)
(14%)
1%
(14%)
(1%)
(10%)
(4%)
(15%)
10%
(21%)
(4%)
(7%)
Fowler Avenue/Shepherd Avenue
15%
P:\DNV2201\Traffic\z45_Dist.xlsx 2/9/2023
1612
AGENDA ITEM NO. 6.
 32 / 21
 38 / 25  79 / 53  120 / 81
  3 / 2  6 / 4  3 / 2  41 / 28  79 / 53 
 13 / 43  1 / 4  27 / 89  41 / 136  2 / 7 
12 3 4 5 6
 54 / 36
 3 / 2  3 / 2  6 / 4  60 / 40    1 / 4  3 / 2 1 / 4  1 / 4  2 / 7  2 / 7  21 / 68  1 / 4 
78 910 11 12
 8 / 25 132 / 89
   32 / 21   8 / 25
23 / 75    1 / 4  3 / 2  22 / 15 
46 / 150  47 / 32 
13 14 15 16 17 18
   1 / 4     19 / 13  54 / 36
  11 / 36    
19 20 21 22 23 24
 16 / 54
 8 / 25  1 / 4
57 / 186  10 / 32 
22 / 15 
25 26
FIGURE 6-2
XXX / YYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Project Trip Assignment
State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 44 / 30
44 / 30
1 / 4
16 / 54
Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Behymer Avenue 47 / 32
15 / 50
3 / 2
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 32 / 21
Sunnyside Avenue/Nees Avenue
3 / 2
Clovis Avenue/Nees Avenue
47 / 32
16 / 54
44 / 30
164 / 110
Sunnyside Avenue/Shepherd Avenue
4 / 14
13 / 8
15 / 50
66 / 45
13 / 8
22 / 15
15 / 50
4 / 14
Fowler Avenue/State Route 168 Westbound Ramps
11 / 36
Fowler Avenue/Shepherd Avenue
16 / 54
28 / 19
19 / 61
Fowler Avenue/State Route 168 Eastbound Ramps
25 / 82
60 / 40
25 / 82
19 / 61
11 / 36
1 / 4 72 / 49
Fowler Avenue/Teague Avenue Fowler Avenue/Nees Avenue
47 / 32
32 / 21
Willow Avenue/Shepherd Avenue
2 / 7
11 / 36 72 / 49 Willow Avenue/Behymer Avenue Clovis Avenue/Teague Avenue 25 / 82
6 / 4
72 / 49
Clovis Avenue/Shepherd Avenue
27 / 89
Minnewawa Avenue/Shepherd Avenue
14 / 46
Minnewawa Avenue/Behymer Avenue
3 / 11
9 / 6
3 / 2
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
13 / 8
Stanford Avenue-Project Driveway 4/Perrin Road
10 / 32
7 / 21
15 / 50
Sunnyside Avenue/Project Driveway 2
28 / 19
3 / 2
P:\DNV2201\Traffic\z45_Assign.xlsx 2/9/2023
1613
AGENDA ITEM NO. 6.

Land Use In Out Total In Out Total
Single‐Family Detached Housing 605 DU
Trips/Unit1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 109 315 424 357 212 569 5,705
Notes:

DU = Dwelling Units
1 Table 6‐A ‐ Project Trip Generation
A.M. Peak Hour P.M. Peak Hour Daily Units
Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing", Setting/Location ‐ "General Urban/Suburban."
P:\DNV2201\Traffic\Trip Gen.xlsx\Trip Gen (2/10/2023)
1614
AGENDA ITEM NO. 6.
7‐1

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

7.0 TRAFFIC VOLUMES FOR PLUS PROJECT SCENARIOS
Existing, near‐term, and cumulative plus project traffic volumes were developed by adding project traffic to the traffic for the corresponding without project scenarios. Figures 7‐1, 7‐2 and 7‐3 illustrate “plus project” peak‐hour traffic volumes at study intersections under existing, near‐term, and cumulative conditions, respectively.

Detailed volume development worksheets are included in Appendix D.

7.1 LIST OF CHAPTER 7.0 FIGURES
 Figure 7‐1: Existing Plus Project Peak‐Hour Traffic Volumes  Figure 7‐2: Near‐Term (2028) Plus Project Peak‐Hour Traffic Volumes  Figure 7‐3: Cumulative (2046) Plus Project Peak‐Hour Traffic Volumes 1615
AGENDA ITEM NO. 6.
 46 / 20  130 / 166  297 / 99  91 / 85  48 / 7
 128 / 89  336 / 340  148 / 88  370 / 395  414 / 385    16 / 31    50 / 38    12 / 6    85 / 47    187 / 130  67 / 11    29 / 36    3 / 3    33 / 20    32 / 32    75 / 74   125 / 45  256 / 366  115 / 73  366 / 479  378 / 479  222 / 87  203 / 81  145 / 113  44 / 30  152 / 81  118 / 103  12 3 4 5 6
 180 / 74  89 / 77  158 / 136
 366 / 387  410 / 304  661 / 597  79 / 184  1021 / 1062    67 / 43    44 / 36  1460 / 1455  1667 / 1555    148 / 316  441 / 200 30 / 22    13 / 15    959 / 1660  812 / 1366  264 / 434    254 / 183  307 / 419  270 / 346  491 / 529  213 / 360  832 / 1368  194 / 249  153 / 175  214 / 302 
78 910 11 12
 11 / 31  10 / 12  14 / 15  0 / 1  370 / 128
 503 / 385  6 / 3  367 / 337  8 / 4  287 / 265
   63 / 50    17 / 8    25 / 32    4 / 4     36 / 47 31 / 84    5 / 1    12 / 24    10 / 7    10 / 5   20 / 23    371 / 492  4 / 1  269 / 364  0 / 3  24 / 17  303 / 291  106 / 70  1 / 3  85 / 74  234 / 180  51 / 75 
13 14 15 16 17 18
 30 / 15  33 / 37 8 / 7  272 / 222  31 / 15
   17 / 5    73 / 37  134 / 159   19 / 13  85 / 57 4 / 3    20 / 30      152 / 347     
6 / 3  202 / 269  332 / 585 6 / 5  87 / 114 
19 20 21 22 23 24
 16 / 54
 413 / 356 
57 / 186  15 / 13  
376 / 392  10 / 32 
25 26
FIGURE 7-1
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Existing Plus Project Peak Hour Traffic Volumes
State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 34 / 73
34 / 13 0 / 1
215 / 163
5 / 2
66 / 40
159 / 120
22 / 17
75 / 79
1 / 3
8 / 6
310 / 238
157 / 163
92 / 119
9 / 9
Sunnyside Avenue/Behymer Avenue
258 / 413
120 / 276
Clovis Avenue/Alluvial Avenue
18 / 14
141 / 123
185 / 110
427 / 165
488 / 238
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 389 / 183
457 / 539
Sunnyside Avenue/Nees Avenue
31 / 36
54 / 80
38 / 67
497 / 430
778 / 871
89 / 170
5 / 7
Clovis Avenue/Nees Avenue
164 / 110
32 / 36
7 / 13
3 / 9
228 / 209
Sunnyside Avenue/Shepherd Avenue
14 / 23
2 / 0
75 / 54
58 / 43
24 / 19
16 / 5
80 / 59
0 / 1
72 / 148
15 / 25
17 / 35
Fowler Avenue/Shepherd Avenue
38 / 80
53 / 45
19 / 61
72 / 58
137 / 115
Fowler Avenue/State Route 168 Eastbound Ramps
433 / 788
319 / 482
20 / 46
127 / 146
493 / 327
70 / 124
61 / 67
454 / 497
498 / 738
729 / 342
66 / 66
Fowler Avenue/State Route 168 Westbound Ramps
307 / 640
126 / 77
16 / 24
584 / 472
74 / 10
587 / 390
45 / 41 70 / 43
Fowler Avenue/Teague Avenue
180 / 363
Fowler Avenue/Nees Avenue
10 / 6
254 / 258
15 / 12
19 / 9
1 / 4
37 / 62
19 / 10
84 / 120
42 / 27
488 / 302
Willow Avenue/Shepherd Avenue
160 / 243
587 / 657
51 / 96
172 / 163
29 / 13
159 / 142
103 / 76
680 / 524
50 / 31
740 / 464
Willow Avenue/Behymer Avenue Clovis Avenue/Teague Avenue 113 / 159
263 / 156
59 / 44
234 / 372
3 / 2
225 / 190
123 / 95
67 / 26
71 / 24
189 / 64
345 / 272
Clovis Avenue/Shepherd Avenue
80 / 140
Minnewawa Avenue/Shepherd Avenue
127 / 104
150 / 152
55 / 72
Minnewawa Avenue/Behymer Avenue
41 / 46
8 / 6
212 / 205
2 / 0
232 / 350
292 / 268
164 / 273
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
337 / 403
Stanford Avenue-Project Driveway 4/Perrin Road
32 / 58
7 / 21
92 / 294
111 / 163
138 / 320
Sunnyside Avenue/Project Driveway 2
28 / 19
19 / 13
P:\DNV2201\Traffic\March_2023\z45_Vol_Exist_WP.xlsx 4/28/2023 1616
AGENDA ITEM NO. 6.
 58 / 28  244 / 304  306 / 105  133 / 201  113 / 142  138 / 100  618 / 594  167 / 105  724 / 868  649 / 874    21 / 42    297 / 340    17 / 17    148 / 105    213 / 164  69 / 12    107 / 252    3 / 3    84 / 137    108 / 186    81 / 90   133 / 57  406 / 689  126 / 96  668 / 981  684 / 863  223 / 89  238 / 128  150 / 123  46 / 34  241 / 153  134 / 155  12 3 4 5 6
 180 / 74  104 / 116  177 / 203
 399 / 449  418 / 322  887 / 766  83 / 199  1063 / 1137    67 / 43    44 / 36  1536 / 1595  1955 / 1822    152 / 319  444 / 205 41 / 55    15 / 22    1049 / 1755  899 / 1462  356 / 677    259 / 187  352 / 472  285 / 357  511 / 545  223 / 367  887 / 1428  341 / 393  154 / 176  249 / 330 
78 910 11 12
 11 / 31  40 / 31  14 / 15  0 / 1  370 / 128
 721 / 915  6 / 3  373 / 354  9 / 5  447 / 659
   67 / 62    46 / 27    25 / 32    4 / 4     37 / 52 63 / 133    5 / 1    17 / 39    10 / 7    10 / 5   32 / 43    741 / 886  4 / 1  281 / 375  1 / 4  24 / 17  574 / 585  195 / 160  1 / 3  85 / 74  235 / 181  140 / 161 
13 14 15 16 17 18
 30 / 15  37 / 46 8 / 7  278 / 240  31 / 15
   17 / 5    73 / 37  135 / 163   19 / 13  85 / 57 25 / 50    20 / 30      159 / 368      6 / 3  214 / 280  338 / 605 
19 / 13  87 / 114 
19 20 21 22 23 24
 16 / 54
 635 / 898 
57 / 186  15 / 13  
757 / 793  10 / 32 
25 26
FIGURE 7-2
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Near-Term (2028) Plus Project Peak Hour Traffic Volumes State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 38 / 76
40 / 17 0 / 1
266 / 201
15 / 35
80 / 49
211 / 155
22 / 17
82 / 84
1 / 3
8 / 6
313 / 248
208 / 282
97 / 122
9 / 9
Sunnyside Avenue/Behymer Avenue
307 / 560
122 / 280
Clovis Avenue/Alluvial Avenue
27 / 36
142 / 129
185 / 110
428 / 166
496 / 244
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 408 / 195
479 / 558
Sunnyside Avenue/Nees Avenue
39 / 42
49 / 74
110 / 183
516 / 442
807 / 902
107 / 218
14 / 39
Clovis Avenue/Nees Avenue
164 / 110
32 / 36
7 / 23
7 / 13
282 / 247
Sunnyside Avenue/Shepherd Avenue
14 / 23
2 / 0
99 / 108
58 / 43
24 / 19
16 / 5
82 / 68
0 / 1
88 / 197
15 / 25
17 / 35
Fowler Avenue/Shepherd Avenue
70 / 129
77 / 99
19 / 61
96 / 112
137 / 115
Fowler Avenue/State Route 168 Eastbound Ramps
450 / 829
462 / 882
20 / 46
127 / 147
724 / 484
153 / 312
61 / 67
463 / 520
598 / 987
729 / 342
73 / 73
Fowler Avenue/State Route 168 Westbound Ramps
501 / 1164
154 / 107
19 / 36
775 / 749
75 / 12
770 / 670
49 / 55 70 / 43
Fowler Avenue/Teague Avenue
202 / 426
Fowler Avenue/Nees Avenue
51 / 40
317 / 304
15 / 12
19 / 9
1 / 4
37 / 62
152 / 131
130 / 170
72 / 48
823 / 553
Willow Avenue/Shepherd Avenue
185 / 279
872 / 1382
213 / 472
251 / 330
117 / 103
459 / 346
205 / 151
1119 / 865
201 / 197
1270 / 1001
Willow Avenue/Behymer Avenue Clovis Avenue/Teague Avenue 193 / 392
132 / 175
265 / 157
391 / 810
3 / 2
250 / 239
126 / 105
201 / 156
380 / 265
202 / 74
716 / 545
Clovis Avenue/Shepherd Avenue
111 / 203
Minnewawa Avenue/Shepherd Avenue
191 / 195
257 / 489
89 / 150
Minnewawa Avenue/Behymer Avenue
45 / 49
11 / 18
256 / 243
2 / 0
250 / 389
410 / 361
197 / 316
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
357 / 418
Stanford Avenue-Project Driveway 4/Perrin Road
64 / 107
7 / 21
96 / 296
111 / 163
158 / 370
Sunnyside Avenue/Project Driveway 2
28 / 19
19 / 13
P:\DNV2201\Traffic\March_2023\z45_Vol_2028_WP.xlsx 4/28/2023 1617
AGENDA ITEM NO. 6.
 171 / 52  254 / 318  380 / 160  140 / 211  166 / 147  365 / 142  645 / 621  526 / 218  754 / 907  675 / 914    99 / 128    311 / 357    43 / 18    152 / 108    317 / 287  72 / 13    112 / 265    3 / 7    88 / 144    110 / 191    85 / 161   157 / 121  419 / 719  133 / 374  699 / 1022  716 / 899  234 / 108  250 / 134  286 / 387  96 / 101  364 / 218  210 / 163  12 3 4 5 6
 233 / 351  109 / 122  186 / 212
 471 / 471  419 / 338  933 / 829  93 / 214  1112 / 1423    69 / 54    46 / 38  1704 / 2291  2151 / 2332    196 / 326  515 / 236 71 / 101    16 / 23    1236 / 1853  1080 / 1533  410 / 703    271 / 240  400 / 594  292 / 404  899 / 609  234 / 397  936 / 1499  358 / 413  193 / 185  364 / 349 
78 910 11 12
 99 / 334  42 / 37  19 / 28  0 / 1  386 / 282
 750 / 955  6 / 3  462 / 483  9 / 5  469 / 690
   69 / 64    48 / 28    52 / 50    4 / 4     75 / 72 222 / 428    6 / 2    18 / 54    11 / 8    10 / 5   53 / 54    774 / 922  4 / 1  328 / 494  1 / 4  24 / 17  703 / 613  204 / 168  1 / 3  162 / 140  251 / 237  282 / 169  13 14 15 16 17 18
 43 / 105  39 / 106 8 / 28  308 / 369  33 / 18
   30 / 18    96 / 57  137 / 171   19 / 13  85 / 57 26 / 53    21 / 73      161 / 389      10 / 3  271 / 348  384 / 635 
20 / 14  106 / 142 
19 20 21 22 23 24
 16 / 54
 754 / 1243 
57 / 186  16 / 14  
1100 / 980  10 / 32 
25 26
FIGURE 7-3
XXXX / YYYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Cumulative (2046) Plus Project Peak Hour Traffic Volumes Stanford Avenue-Project Driveway 4/Perrin Road
382 / 980
7 / 21
156 / 166
165 / 554
101 / 311
Sunnyside Avenue/Project Driveway 2
28 / 19
19 / 13
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
462 / 497
115 / 149
12 / 28
269 / 430
2 / 0
380 / 609
479 / 378
206 / 331
211 / 207
1334 / 1051
Willow Avenue/Behymer Avenue Clovis Avenue/Teague Avenue 197 / 676
173 / 366
283 / 165
456 / 1192
8 / 3
589 / 254
166 / 203
286 / 161
597 / 273
301 / 77
980 / 630
Clovis Avenue/Shepherd Avenue
117 / 222
Minnewawa Avenue/Shepherd Avenue
218 / 313
310 / 681
92 / 154
Minnewawa Avenue/Behymer Avenue
159 / 136
137 / 179
136 / 50
852 / 584
Willow Avenue/Shepherd Avenue
390 / 293
916 / 1451
321 / 495
263 / 344
123 / 108
892 / 504
331 / 159
1164 / 901
Fowler Avenue/Teague Avenue
211 / 720
Fowler Avenue/Nees Avenue
54 / 42
778 / 422
16 / 13
135 / 23
1 / 4
66 / 65
20 / 180
811 / 785
79 / 13
808 / 701
59 / 118 115 / 110
523 / 1212
162 / 125
Fowler Avenue/State Route 168 Eastbound Ramps
469 / 882
467 / 915
21 / 48
279 / 261
752 / 514
161 / 328
91 / 90
486 / 788
629 / 1019
787 / 406
78 / 77
Fowler Avenue/State Route 168 Westbound Ramps
86 / 300
Fowler Avenue/Shepherd Avenue
388 / 1002
1148 / 670
19 / 61
1167 / 683
152 / 227
15 / 29
3 / 0
479 / 386
441 / 187
332 / 168
17 / 5
84 / 71
0 / 1
92 / 309
20 / 54
539 / 464
847 / 957
108 / 386
15 / 41
Clovis Avenue/Nees Avenue
164 / 110
80 / 61
19 / 22
7 / 24
645 / 331
Sunnyside Avenue/Shepherd Avenue
51 / 76
115 / 192
32 / 38
534 / 241
342 / 155
500 / 201
565 / 286
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 533 / 239
584 / 639
Sunnyside Avenue/Nees Avenue
96 / 60
State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 40 / 108
63 / 32 0 / 1
516 / 240
16 / 37
95 / 50
405 / 187
43 / 20
86 / 90
1 / 3
8 / 6
331 / 300
217 / 333
100 / 370
9 / 9
Sunnyside Avenue/Behymer Avenue
454 / 614
158 / 320
Clovis Avenue/Alluvial Avenue
P:\DNV2201\Traffic\March_2023\z45_Vol_2046_WP.xlsx 4/28/2023 1618
AGENDA ITEM NO. 6.
8‐1

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

8.0 INTERSECTION LEVELS OF SERVICE

8.1 EXISTING LEVELS OF SERVICE
Figure 4‐1 illustrates existing study intersection geometrics and traffic control.

8.1.1 Study Intersections
An intersection LOS analysis was conducted for existing conditions using the methodologies previously discussed. Existing Signal timing Sheets were obtained from the City and Caltrans for all signalized analysis intersections. The signal timing sheets are included in Appendix C. It should be noted that the existing signal timings were utilized to analyze traffic operations under near‐term and cumulative (2046) scenarios as a conservative approach. Table 8‐A summarizes the results of this analysis and shows that the following intersections operate at an unsatisfactory LOS under existing conditions:
 Minnewawa Avenue/Behymer Avenue (a.m. peak hour only)  Fowler Avenue/Shepherd Avenue (a.m. peak hour only)
 Fowler Avenue/State Route 168 Eastbound Ramps (p.m. peak hour only) All other study intersections operate at a satisfactory LOS under existing conditions.

8.1.2 Roadway Segments
A roadway segment LOS analysis was conducted for existing conditions using the methodologies previously discussed. Table 8‐B summarizes the results of this analysis and shows that all the study roadway segments currently operate at a satisfactory LOS under existing conditions.

8.2 EXISTING PLUS PROJECT LEVELS OF SERVICE
Analysis of the existing with project scenario is provided to identify direct project‐related operational deficiency if the project were to be built and in operation today. This scenario eliminates the effects of ambient growth and other cumulative projects and deals specifically with operational deficiencies only due to the project traffic. Figure 4‐2 illustrates the study intersection geometrics and traffic control under all ‘plus project’ scenarios.

8.2.1 Study Intersections
An intersection LOS analysis was conducted for existing plus project conditions using the methodologies previously discussed. Table 8‐A summarizes the results of this analysis and shows that the following intersection is forecasted to operate at an unsatisfactory LOS under existing plus project conditions:
 Minnewawa Avenue/Behymer Avenue (a.m. peak hour only)  Sunnyside Avenue/Shepherd Avenue (p.m. peak hour only)  Sunnyside Avenue/Nees Avenue (p.m. peak hour only)
 Fowler Avenue/Shepherd Avenue (a.m. and p.m. peak hours) 1619
AGENDA ITEM NO. 6.
8‐2

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)  Fowler Avenue/State Route 168 Eastbound Ramps (p.m. peak hour only) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these intersections. All other study intersections are forecasted to operate at a satisfactory LOS under existing plus project conditions.

It should be noted that out of the five intersections forecasted to operate at a deficient LOS, three intersections are currently operating at a deficient LOS. As such, the project is forecast to add to the existing deficiencies at these intersections.

8.2.2 Roadway Segments
A roadway segment LOS analysis was conducted for existing plus project conditions using the methodologies previously discussed. Table 8‐B summarizes the results of this analysis and shows that all study roadway segments are forecasted to operate at a satisfactory LOS under existing plus project conditions.

8.3 NEAR‐TERM (2028) PLUS PROJECT LEVELS OF SERVICE

8.3.1 Study Intersections
An intersection LOS analysis was conducted for near‐term plus project conditions using the methodologies previously discussed. Table 8‐C summarizes the results of this analysis and shows that the following intersections are forecasted to operate at an unsatisfactory LOS under near‐term plus project conditions:
 Minnewawa Avenue/Behymer Avenue (a.m. peak hour only)  Minnewawa Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Clovis Avenue/Shepherd Avenue (p.m. peak hour only)
 Clovis Avenue/Nees Avenue (p.m. peak hour only)
 Clovis Avenue/Herndon Avenue (a.m. and p.m. peak hours)  Sunnyside Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Sunnyside Avenue/Nees Avenue (a.m. and p.m. peak hours)  Fowler Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Fowler Avenue/SR‐168 Eastbound Ramps (p.m. peak hour only) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these intersections. All other study intersections are forecasted to operate at a satisfactory LOS under near‐term plus project conditions.

8.3.2 Roadway Segments
A roadway segment LOS analysis was conducted for near‐term plus project conditions using the methodologies previously discussed. Table 8‐D summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at an unsatisfactory LOS under near‐ term plus project conditions:
1620
AGENDA ITEM NO. 6.
8‐3

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)  Shepherd Avenue between Willow Avenue and Minnewawa Avenue (p.m. peak hour only)  Shepherd Avenue between Clovis Avenue and Sunnyside Avenue (p.m. peak hour only)  Minnewawa Avenue between Behymer Avenue and Shepherd Avenue (a.m. and p.m. peak hours)
All other roadway segments are forecasted to operate at a satisfactory LOS under near‐term plus project conditions.

8.4 CUMULATIVE (2046) WITHOUT PROJECT LEVELS OF SERVICE

8.4.1 Study Intersections
An intersection LOS analysis was conducted for cumulative without project conditions using the methodologies previously discussed. Table 8‐E summarizes the results of this analysis and shows that the following intersections are forecasted to operate at an unsatisfactory LOS under cumulative without project conditions:
 Willow Avenue/Shepherd Avenue (p.m. peak hour only)
 Minnewawa Avenue/Behymer Avenue (a.m. and p.m. peak hours)  Minnewawa Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Clovis Avenue/Shepherd Avenue (p.m. peak hour only)
 Clovis Avenue/Nees Avenue (a.m. and p.m. peak hours)
 Clovis Avenue/Herndon Avenue (a.m. and p.m. peak hours)  Sunnyside Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Sunnyside Avenue/Nees Avenue (a.m. and p.m. peak hours)  Fowler Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Fowler Avenue/Teague Avenue (a.m. and p.m. peak hours)  Fowler Avenue/SR‐168 Eastbound Ramps (p.m. peak hour only) All other study intersections are forecasted to operate at a satisfactory LOS under cumulative (2046) without project conditions.

8.4.2 Roadway Segments
A roadway segment LOS analysis was conducted for cumulative without project conditions using the methodologies previously discussed. Table 8‐F summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at an unsatisfactory LOS under cumulative without project conditions:
 Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue (a.m. peak hour only)  Shepherd Avenue between Willow Avenue and Minnewawa Avenue (p.m. peak hour only)  Shepherd Avenue between Clovis Avenue and Sunnyside Avenue (p.m. peak hour only)  Minnewawa Avenue between Behymer Avenue and Shepherd Avenue (a.m. and p.m. peak hours)
 Sunnyside Avenue between Shepherd Avenue and Project Driveway 1 (a.m. and p.m. peak hours)
1621
AGENDA ITEM NO. 6.
8‐4

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)  Fowler Avenue between Ticonderoga and Shepherd Avenue (a.m. and p.m. peak hours) All other roadway segments are forecasted to operate at a satisfactory LOS under cumulative without project conditions.

8.5 CUMULATIVE (2046) PLUS PROJECT LEVELS OF SERVICE

8.5.1 Study Intersections
An intersection LOS analysis was conducted for cumulative plus project conditions using the methodologies previously discussed. Table 8‐E summarizes the results of this analysis and shows that the following intersection is forecasted to operate at an unsatisfactory LOS under cumulative plus project conditions:
 Willow Avenue/Shepherd Avenue (p.m. peak hour only)
 Minnewawa Avenue/Behymer Avenue (a.m. and p.m. peak hours)  Minnewawa Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Clovis Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Clovis Avenue/Nees Avenue (a.m. and p.m. peak hours)
 Clovis Avenue/Alluvial Avenue (a.m. peak hour only)
 Clovis Avenue/Herndon Avenue (a.m. and p.m. peak hours)  Sunnyside Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Sunnyside Avenue/Nees Avenue (a.m. and p.m. peak hours)  Fowler Avenue/Shepherd Avenue (a.m. and p.m. peak hours)  Fowler Avenue/Teague Avenue (a.m. and p.m. peak hours)  Fowler Avenue/SR‐168 Eastbound Ramps (p.m. peak hour only)  Sunnyside Avenue/Project Driveway 1 (a.m. and p.m. peak hours)  Sunnyside Avenue/Project Driveway 2 (a.m. and p.m. peak hours) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these intersections. All other study intersections are forecasted to operate at a satisfactory LOS under cumulative plus project conditions.

It should be noted that out of the 14 intersections forecast to operate at a deficient LOS, 11 intersections forecast to operate at a deficient LOS under cumulative (2046) without project conditions. As such, the project is forecast to add to the forecasted deficiencies at these 11 intersections.

Detailed intersection LOS worksheets are included in Appendix E.

8.5.2 Roadway Segments
A roadway segment LOS analysis was conducted for cumulative plus project conditions using the methodologies previously discussed. Table 8‐F summarizes the results of this analysis and shows that the following roadway segments are forecast to operate at an unsatisfactory LOS under cumulative plus project conditions:
1622
AGENDA ITEM NO. 6.
8‐5

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)  Behymer Avenue between Minnewawa Avenue and Sunnyside Avenue (a.m. peak hour only)  Shepherd Avenue between Willow Avenue and Minnewawa Avenue (p.m. peak hour only)  Shepherd Avenue between Clovis Avenue and Sunnyside Avenue (a.m. and p.m. peak hours)  Shepherd Avenue between Sunnyside Avenue and Project Driveway 3 (p.m. peak hour only)  Minnewawa Avenue between Behymer Avenue and Shepherd Avenue (a.m. and p.m. peak hours)
 Sunnyside Avenue between Shepherd Avenue and Project Driveway 1 (a.m. and p.m. peak hours)
 Fowler Avenue between Ticonderoga and Shepherd Avenue (a.m. and p.m. peak hours) Based on the operational deficiency criteria stated in Section 3.2 of this TIA, the project is forecasted to create an operational deficiency at these roadway segments. All other roadway segments are forecasted to operate at a satisfactory LOS under cumulative plus project conditions.

It should be noted that out of the seven roadway segments forecast to operate at a deficient LOS, six segments are forecast to operate at a deficient LOS under cumulative (2046) without project conditions. As such, the project is forecast to add to the forecasted deficiencies at these six roadway segments.

8.6 LIST OF CHAPTER 8.0 TABLES
 Table 8‐A: Existing Intersection Levels of Service
 Table 8‐B: Existing Roadway Segment Levels of Service  Table 8‐C: Near‐Term (2028) Intersection Levels of Service  Table 8‐D: Near‐Term (2028) Roadway Segment Levels of Service  Table 8‐E: Cumulative (2046) Intersection Levels of Service  Table 8‐F: Cumulative (2046) Roadway Segment Levels of Service 1623
AGENDA ITEM NO. 6.

A.M. Peak Hour P.M. Peak Hour
Increase Increase
Delay Delay Delay Delay in Delay in Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS (sec.) (sec.) Required? 1 . Willow Avenue/Behymer Avenue Clovis/Fresno D Signal 33.1 C 30.5 C Signal 33.2 C 30.6 C 0.1 0.1 No 2 . Willow Avenue/Shepherd Avenue Clovis/Fresno D Signal 37.1 D 40.2 D Signal 38.2 D 41.3 D 1.1 1.1 No 3 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC 58.7 F * 12.3 B AWSC 60.0 F * 12.4 B 1.3 0.1 Yes 4 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 46.8 D 45.8 D Signal 49.0 D 47.8 D 2.2 2.0 No 5 . Clovis Avenue/Shepherd Avenue Clovis D Signal 50.7 D 54.5 D Signal 52.0 D 54.8 D 1.3 0.3 No 6 . Clovis Avenue/Teague Avenue Clovis D Signal 29.7 C 16.8 B Signal 31.2 C 17.2 B 1.5 0.4 No 7 . Clovis Avenue/Nees Avenue Clovis D Signal 50.4 D 50.9 D Signal 51.8 D 51.1 D 1.4 0.2 No 8 . Clovis Avenue/Alluvial Avenue Clovis D Signal 40.8 D 37.5 D Signal 40.8 D 37.5 D 0.0 0.0 No 9 . State Route 168 Westbound Ramps/Herndon Avenue Caltrans 45 sec Signal 29.4 C 26.2 C Signal 34.6 C 26.2 C 5.2 0.0 No 10 . State Route 168 Eastbound Ramps/Herndon Avenue Caltrans 45 sec Signal 21.0 C 22.7 C Signal 21.2 C 23.7 C 0.2 1.0 No 11 . Clovis Avenue/Herndon Avenue Clovis D Signal 44.0 D 51.3 D Signal 45.3 D 52.5 D 1.3 1.2 No 12 . Sunnyside Avenue/Behymer Avenue Clovis D TWSC 15.1 C 0.0 A TWSC 15.1 C 0.0 A 0.0 0.0 No 13 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC 13.3 B 12.9 B AWSC 34.1 D 62.0 F * 20.8 49.1 Yes 14 . Sunnyside Avenue/Teague Avenue Clovis D TWSC 10.6 B 9.8 A TWSC 11.5 B 10.5 B 0.9 0.7 No15 . Sunnyside Avenue/Nees Avenue Clovis D AWSC 24.2 C 31.3 D AWSC 31.8 D 44.4 E * 7.6 13.1 Yes 16 . Fowler Avenue/Behymer Avenue Clovis D AWSC 22.5 C 9.5 A AWSC 22.9 C 9.5 A 0.4 0.0 No 17 . Fowler Avenue/Ticonderoga Clovis D OWSC 14.3 B 10.6 B OWSC 13.3 B 10.4 B ‐1.0 ‐0.2 No 18 . Fowler Avenue/Shepherd Avenue Clovis D Signal 69.1 E * 54.6 D Signal 69.2 E * 55.0 D 0.1 0.4 Yes 19 . Fowler Avenue/Teague Avenue Clovis D TWSC 11.9 B 12.6 B TWSC 12.2 B 13.2 B 0.3 0.6 No 20 . Fowler Avenue/Nees Avenue Clovis D Signal 41.0 D 39.8 D Signal 41.9 D 41.5 D 0.9 1.7 No 21 . Fowler Avenue/State Route 168 Westbound Ramps Caltrans 45 sec Signal 22.3 C 17.5 B Signal 22.5 C 17.6 B 0.2 0.1 No22 . Fowler Avenue/State Route 168 Eastbound Ramps Caltrans 45 sec Signal 22.5 C 60.3 E * Signal 22.7 C 60.8 E * 0.2 0.5 Yes 23 . Sunnyside Avenue/Project Driveway 1 Clovis D ‐ OWSC 9.1 A 9.2 A 9.1 9.2 No 24 . Sunnyside Avenue/Project Driveway 2 Clovis D ‐ OWSC 9.6 A 9.8 A 9.6 9.8 No 25 . Project Driveway 3/Shepherd Avenue Clovis D ‐ OWSC 11.0 B 10.4 B 11.0 10.4 No 26 . Stanford Avenue‐Project Driveway 4/Perrin Road Clovis D ‐ TWSC 9.3 A 9.5 A 9.3 9.5 No Notes:

AWSC= All‐Way Stop Control; OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Future Intersection
No Conflicting Movements
Future IntersectionFuture IntersectionFuture Intersection No Conflicting Movements
Table 8‐A ‐ Existing Intersection Levels of Service
LOS
Standard
Without Project Plus Project
A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour Future IntersectionFuture Intersection
P:\DNV2201\Traffic\March_2023\LOS.xlsx\2022 Exist LOS (4/28/2023) 1624 AGENDA ITEM NO. 6.

Volume LOS Volume LOS Volume LOS Volume LOS
Segments on Behymer Avenue
1 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Arterial 1,310 370 C 370 C 240 C 250 C 2 . between Minnewawa Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Collector 1,310 700 D 710 D 390 C 400 C 3 . between Sunnyside Avenue and Fowler Avenue Clovis 2‐Lane Undivided Rural Collector 1,000 630 D 640 D 380 C 380 C Segments on Shepherd Avenue
4 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 2,830 890 C 990 C 1,040 C 1,180 C 5 . between Minnewawa Avenue and Clovis Avenue Clovis 3‐Lane Raised Median Arterial 2,830 910 C 1,070 C 950 C 1,160 C 6 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 2,130 870 C 1,140 D 810 C 1,170 D 7 . between Sunnyside Avenue and Project Driveway 3Clovis 2‐Lane Undivided Expressway 2,130 750 C 1,000 C 710 C 1,040 D 8 . between Project Driveway 3 and Fowler Avenue Clovis 2‐Lane Undivided Expressway 2,130 750 C 850 C 710 C 830 C Segments on Herndon Avenue
9 . between State Route 168 Eastbound Ramps and Clovis Avenue Clovis 10‐Lane Raised Median Arterial 9,475 2,920 C 3,000 C 3,760 C 3,870 C Segments on Willow Avenue
10 . between Behymer Avenue and Shepherd Avenue Clovis/Fresno 6‐Lane Raised Median Arterial 5,680 1,640 C 1,680 C 1,460 C 1,510 C Segments on Minnewawa Avenue
11 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 1,310 550 C 550 C 490 C 490 C Segments on Clovis Avenue
12 . between Shepherd Avenue and Teague Avenue Clovis 4‐Lane Raised Median Arterial 3,780 510 C 610 C 460 C 600 C13 . between Teague Avenue and Nees Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,020 C 1,120 C 830 C 960 C 14 . between Nees Avenue and Alluvial Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,010 C 1,110 C 1,090 C 1,220 C 15 . between Alluvial Avenue and Herndon Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,480 C 1,580 C 1,730 C 1,860 C Segments on Sunnyside Avenue
16 . between Project Driveway 1 and Shepherd Avenue Clovis 2‐Lane Undivided Collector 1,310 60 C 200 C 60 C 250 C 17 . between Shepherd Avenue and Teague Avenue Clovis 2‐Lane Undivided Collector 1,310 240 C 300 C 240 C 320 C18 . between Teague Avenue and Nees Avenue Clovis 2‐Lane Undivided Collector 1,310 240 C 300 C 250 C 330 C Segments on Fowler Avenue
19 . between Behymer Avenue and Ticonderoga Clovis 2‐Lane Undivided Rural Collector 1,000 800 D 800 D 480 C 490 C 20 . between Ticonderoga and Shepherd Avenue Clovis 2‐Lane Undivided Rural Collector 1,000 800 D 800 D 490 C 490 C 21 . between Shepherd Avenue and Teague Avenue Clovis 3‐Lane Raised Median Arterial 2,830 460 C 520 C 580 C 670 C 22 . between Teague Avenue and Nees Avenue Clovis 2‐Lane Undivided Arterial 1,310 430 C 490 C 580 D 670 D 23 . between Nees Avenue and State Route 168 Westbound Ramps Clovis 3‐Lane Raised Median Arterial 2,830 1,370 C 1,430 D 1,720 D 1,800 D Notes:

LOS = Level of Service
12 Table 8‐B ‐ Existing Roadway Segment Weekday Peak Hour Levels of Service Plus Project
Jurisdiction
Peak Hour
Roadway
Capacity2
Roadway Segment
Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.

Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Diagram, dated December 2014.

A.M. Peak Hour P.M. Peak Hour
Without Project Plus Project Without Project
Overall Classification
P:\DNV2201\Traffic\xRoadway LOS.xlsx\Existing (2/14/2023) 1625 AGENDA ITEM NO. 6.

Delay Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Required? 1 . Willow Avenue/Behymer Avenue Clovis/Fresno D Signal 35.7 D 30.8 CNo 2 . Willow Avenue/Shepherd Avenue Clovis/Fresno D Signal 43.7 D 53.0 DNo3 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC 100.9 F * 16.9 C Yes 4 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 118.6 F * 148.0 F * Yes 5 . Clovis Avenue/Shepherd Avenue Clovis D Signal 53.0 D 69.6 E * Yes 6 . Clovis Avenue/Teague Avenue Clovis D Signal 26.5 C 11.8 BNo7 . Clovis Avenue/Nees Avenue Clovis D Signal 51.6 D 60.7 E * Yes 8 . Clovis Avenue/Alluvial Avenue Clovis D Signal 42.6 D 40.0 DNo9 . State Route 168 Westbound Ramps/Herndon Avenue Caltrans 45 sec Signal 31.1 C 26.9 CNo 10 . State Route 168 Eastbound Ramps/Herndon Avenue Caltrans 45 sec Signal 22.4 C 36.6 DNo 11 . Clovis Avenue/Herndon Avenue Clovis D Signal 57.1 E * 67.6 E * Yes 12 . Sunnyside Avenue/Behymer Avenue Clovis D TWSC 15.3 C 0.0 ANo 13 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC >200 F * >200 F * Yes 14 . Sunnyside Avenue/Teague Avenue Clovis D TWSC 13.1 B 12.8 BNo15 . Sunnyside Avenue/Nees Avenue Clovis D AWSC 45.5 E * 71.9 F * Yes 16 . Fowler Avenue/Behymer Avenue Clovis D AWSC 24.2 C 9.6 ANo 17 . Fowler Avenue/Ticonderoga Clovis D OWSC 13.4 B 10.5 BNo 18 . Fowler Avenue/Shepherd Avenue Clovis D Signal 81.8 F * 137.6 F * Yes 19 . Fowler Avenue/Teague Avenue Clovis D TWSC 14.3 B 20.9 CNo 20 . Fowler Avenue/Nees Avenue Clovis D Signal 39.4 D 38.3 DNo 21 . Fowler Avenue/State Route 168 Westbound Ramps Caltrans 45 sec Signal 22.3 C 17.1 BNo 22 . Fowler Avenue/State Route 168 Eastbound Ramps Caltrans 45 sec Signal 22.7 C 64.3 E * Yes 23 . Sunnyside Avenue/Project Driveway 1 Clovis D OWSC 9.4 A 9.8 ANo 24 . Sunnyside Avenue/Project Driveway 2 Clovis D OWSC 10.1 B 10.6 BNo 25 . Project Driveway 3/Shepherd Avenue Clovis D OWSC 12.7 B 14.3 BNo 26 . Stanford Avenue‐Project Driveway 4/Perrin Road Clovis D TWSC 9.3 A 9.5 ANo Notes:

Volume LOS Volume LOS
Segments on Behymer Avenue
1 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Arterial 1,310 410 C 310 C 2 . between Minnewawa Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Collector 1,310 760 D 480 C 3 . between Sunnyside Avenue and Fowler Avenue Clovis 2‐Lane Undivided Rural Collector 1,000 650 D 390 C Segments on Shepherd Avenue
4 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 2,830 2,040 D 2,760 E * 5 . between Minnewawa Avenue and Clovis Avenue Clovis 3‐Lane Raised Median Arterial 2,830 1,970 D 2,470 D 6 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 2,130 1,990 D 2,390 F *7 . between Sunnyside Avenue and Project Driveway 3Clovis 2‐Lane Undivided Expressway 2,130 1,610 D 1,990 D 8 . between Project Driveway 3 and Fowler Avenue Clovis 2‐Lane Undivided Expressway 2,130 1,440 D 1,780 D Segments on Herndon Avenue
9 . between State Route 168 Eastbound Ramps and Clovis Avenue Clovis 10‐Lane Raised Median Arterial 9,475 3,480 C 4,500 C Segments on Willow Avenue
10 . between Behymer Avenue and Shepherd Avenue Clovis/Fresno 6‐Lane Raised Median Arterial 5,680 2,920 C 3,460 D Segments on Minnewawa Avenue
11 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 1,310 1,240 E * 1,430 F * Segments on Clovis Avenue
12 . between Shepherd Avenue and Teague Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,160 C 1,360 C 13 . between Teague Avenue and Nees Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,650 C 1,670 C 14 . between Nees Avenue and Alluvial Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,820 C 2,210 D 15 . between Alluvial Avenue and Herndon Avenue Clovis 4‐Lane Raised Median Arterial 3,780 2,210 D 2,730 D Segments on Sunnyside Avenue
16 . between Project Driveway 1 and Shepherd Avenue Clovis 2‐Lane Undivided Collector 1,310 250 C 350 C 17 . between Shepherd Avenue and Teague Avenue Clovis 2‐Lane Undivided Collector 1,310 460 C 530 C 18 . between Teague Avenue and Nees Avenue Clovis 2‐Lane Undivided Collector 1,310 410 C 470 C Segments on Fowler Avenue
19 . between Behymer Avenue and Ticonderoga Clovis 2‐Lane Undivided Rural Collector 1,000 810 D 500 C 20 . between Ticonderoga and Shepherd Avenue Clovis 2‐Lane Undivided Rural Collector 1,000 820 D 540 C 21 . between Shepherd Avenue and Teague Avenue Clovis 3‐Lane Raised Median Arterial 2,830 680 C 890 C 22 . between Teague Avenue and Nees Avenue Clovis 2‐Lane Undivided Arterial 1,310 600 D 800 D 23 . between Nees Avenue and State Route 168 Westbound Ramps Clovis 3‐Lane Raised Median Arterial 2,830 1,500 D 1,890 D Notes:

LOS = Level of Service
12 Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Diagram, dated December 2014.

Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.

Table 8‐D ‐ Near‐Term (2028) Roadway Segment Levels of Service Roadway Segment Overall Classification
Peak Hour
Roadway
Capacity2
A.M. Peak Hour P.M. Peak Hour
Plus Project Plus Project Jurisdiction
P:\DNV2201\Traffic\xRoadway LOS.xlsx\NT 2028 (2/14/2023) 1627 AGENDA ITEM NO. 6.

A.M. Peak Hour P.M. Peak Hour
Increase Increase
Delay Delay Delay Delay in Delay in Delay Improvement
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS (sec.) (sec.) Required? 1 . Willow Avenue/Behymer Avenue Clovis/Fresno D Signal 48.7 D 37.2 D Signal 48.9 D 38.4 D 0.2 1.2 No 2 . Willow Avenue/Shepherd Avenue Clovis/Fresno D Signal 50.6 D 60.0 E * Signal 51.0 D 64.1 E * 0.4 4.1 Yes 3 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC >200 F * >200 F * AWSC >200 F * >200 F * 2.6 1.5 Yes 4 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 150.1 F * 144.1 F * Signal 164.4 F * 162.3 F * 14.3 18.2 Yes 5 . Clovis Avenue/Shepherd Avenue Clovis D Signal 50.5 D 56.9 E * Signal 61.5 E * 67.4 E * 11.0 10.5 Yes6 . Clovis Avenue/Teague Avenue Clovis D Signal 31.1 C 18.3 B Signal 34.4 C 21.7 C 3.3 3.4 No 7 . Clovis Avenue/Nees Avenue Clovis D Signal 59.8 E * 87.0 F * Signal 59.9 E * 87.7 F * 0.1 0.7 Yes 8 . Clovis Avenue/Alluvial Avenue Clovis D Signal 52.1 D 47.3 D Signal 56.4 E * 49.8 D 4.3 2.5 Yes 9 . State Route 168 Westbound Ramps/Herndon Avenue Caltrans 45 sec Signal 35.9 D 27.4 C Signal 36.9 D 27.4 C 1.0 0.0 No 10 . State Route 168 Eastbound Ramps/Herndon Avenue Caltrans 45 sec Signal 22.3 C 33.2 C Signal 22.6 C 38.3 D 0.3 5.1 No 11 . Clovis Avenue/Herndon Avenue Clovis D Signal 55.8 E * 84.8 F * Signal 62.7 E * 90.4 F * 6.9 5.6 Yes 12 . Sunnyside Avenue/Behymer Avenue Clovis D TWSC 15.8 C 0.0 A TWSC 15.9 C 0.0 A 0.1 0.0 No 13 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC >200 F * >200 F * AWSC >200 F * >200 F * 112.9 161.8 Yes 14 . Sunnyside Avenue/Teague Avenue Clovis D TWSC 14.7 B 13.9 B TWSC 16.3 C 15.5 C 1.6 1.6 No 15 . Sunnyside Avenue/Nees Avenue Clovis D AWSC 130.5 F * 178.4 F * AWSC 165.4 F * >200 F * 34.9 39.2 Yes 16 . Fowler Avenue/Behymer Avenue Clovis D AWSC 27.3 D 10.1 B AWSC 27.9 D 10.2 B 0.6 0.1 No17 . Fowler Avenue/Ticonderoga Clovis D OWSC 14.7 B 11.2 B OWSC 13.5 B 11.0 B ‐1.2 ‐0.2 No 18 . Fowler Avenue/Shepherd Avenue Clovis D Signal 85.6 F * 121.4 F * Signal 86.3 F * 129.1 F * 0.7 7.7 Yes 19 . Fowler Avenue/Teague Avenue Clovis D TWSC 48.6 E * 100.5 F * TWSC 52.5 F * 133.5 F * 3.9 33.0 Yes 20 . Fowler Avenue/Nees Avenue Clovis D Signal 41.4 D 40.6 D Signal 41.4 D 40.8 D 0.0 0.2 No 21 . Fowler Avenue/State Route 168 Westbound Ramps Caltrans 45 sec Signal 23.4 C 17.7 B Signal 23.7 C 17.9 B 0.3 0.2 No 22 . Fowler Avenue/State Route 168 Eastbound Ramps Caltrans 45 sec Signal 23.4 C 70.0 E * Signal 23.7 C 70.5 E * 0.3 0.5 Yes23 . Sunnyside Avenue/Project Driveway 1 Clovis D ‐ OWSC 46.5 E * 53.6 F * 46.5 53.6 Yes 24 . Sunnyside Avenue/Project Driveway 2 Clovis D ‐ OWSC 140.9 F * 131.1 F * 140.9 131.1 Yes 25 . Project Driveway 3/Shepherd Avenue Clovis D ‐ OWSC 13.7 B 18.6 C 13.7 18.6 No 26 . Stanford Avenue‐Project Driveway 4/Perrin Road Clovis D ‐ TWSC 9.3 A 9.2 A 9.3 9.2 No Notes:

AWSC= All‐Way Stop Control; OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Table 8‐E ‐ Cumulative (2046) Intersection Levels of Service Without Project Plus Project
A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
No Conflicting Movements No Conflicting Movements
Future Intersection Future IntersectionFuture Intersection Future IntersectionFuture Intersection Future Intersection P:\DNV2201\Traffic\March_2023\LOS.xlsx\2046 Cumulative LOS (4/28/2023) 1628 AGENDA ITEM NO. 6.

Volume LOS Volume LOS Volume LOS Volume LOS
Segments on Behymer Avenue
1 . between Willow Avenue and Minnewawa Avenue Clovis 2‐Lane Undivided Arterial 1,310 950 D 960 D 950 D 960 D 2 . between Minnewawa Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Collector 1,310 1,460 F * 1,470 F * 1,100 D 1,110 D 3 . between Sunnyside Avenue and Fowler Avenue Clovis 2‐Lane Undivided Rural Collector 1,000 720 D 730 D 470 C 480 C Segments on Shepherd Avenue
4 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 2,830 2,030 D 2,140 D 2,740 E * 2,890 F * 5 . between Minnewawa Avenue and Clovis Avenue Clovis 3‐Lane Raised Median Arterial 2,830 1,890 D 2,050 D 2,350 D 2,570 D 6 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 2,130 1,810 D 2,080 E * 2,130 F * 2,490 F * 7 . between Sunnyside Avenue and Project Driveway 3Clovis 2‐Lane Undivided Expressway 2,130 1,400 D 1,650 D 1,730 D 2,070 E * 8 . between Project Driveway 3 and Fowler Avenue Clovis 2‐Lane Undivided Expressway 2,130 1,400 D 1,500 D 1,730 D 1,860 D Segments on Herndon Avenue
9 . between State Route 168 Eastbound Ramps and Clovis Avenue Clovis 10‐Lane Raised Median Arterial 9,475 3,760 C 3,840 C 4,800 C 4,900 C Segments on Willow Avenue
10 . between Behymer Avenue and Shepherd Avenue Clovis/Fresno 6‐Lane Raised Median Arterial 5,680 3,020 C 3,060 D 3,570 D 3,630 D Segments on Minnewawa Avenue
11 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 1,310 1,800 F * 1,800 F * 1,570 F * 1,570 F * Segments on Clovis Avenue
12 . between Shepherd Avenue and Teague Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,440 C 1,550 C 1,740 C 1,880 C 13 . between Teague Avenue and Nees Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,770 C 1,870 C 1,910 C 2,040 D 14 . between Nees Avenue and Alluvial Avenue Clovis 4‐Lane Raised Median Arterial 3,780 1,800 C 1,890 C 2,170 D 2,300 D 15 . between Alluvial Avenue and Herndon Avenue Clovis 4‐Lane Raised Median Arterial 3,780 2,250 D 2,350 D 2,720 D 2,850 D Segments on Sunnyside Avenue
16 . between Project Driveway 1 and Shepherd Avenue Clovis 2‐Lane Undivided Collector 1,310 1,510 F * 1,650 F * 1,610 F * 1,800 F * 17 . between Shepherd Avenue and Teague Avenue Clovis 2‐Lane Undivided Collector 1,310 560 C 620 D 560 C 640 D 18 . between Teague Avenue and Nees Avenue Clovis 2‐Lane Undivided Collector 1,310 560 C 620 D 540 C 620 D Segments on Fowler Avenue
19 . between Behymer Avenue and Ticonderoga Clovis 2‐Lane Undivided Rural Collector 1,000 890 D 900 D 590 D 600 D 20 . between Ticonderoga and Shepherd Avenue Clovis 2‐Lane Undivided Rural Collector 1,000 1,410 F * 1,410 F * 1,110 F * 1,110 F * 21 . between Shepherd Avenue and Teague Avenue Clovis 3‐Lane Raised Median Arterial 2,830 1,110 C 1,170 C 1,230 C 1,320 C 22 . between Teague Avenue and Nees Avenue Clovis 2‐Lane Undivided Arterial 1,310 970 D 1,030 D 1,100 D 1,190 D 23 . between Nees Avenue and State Route 168 Westbound Ramps Clovis 3‐Lane Raised Median Arterial 2,830 1,660 D 1,720 D 2,480 D 2,560 D Notes:

LOS = Level of Service
12 Jurisdiction
Table 8‐F ‐ Cumulative (2046) Roadway Segment Weekday Peak Hour Levels of Service Roadway Segment Overall Classification
Peak Hour
RoadwayCapacity2
A.M. Peak Hour P.M. Peak Hour
Without Project Plus Project Without Project Plus Project Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Diagram, dated December 2014.

Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.

P:\DNV2201\Traffic\xRoadway LOS.xlsx\Cum 2046 (2/14/2023) 1629 AGENDA ITEM NO. 6.
9‐1

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

9.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES

9.1 RECOMMENDED IMPROVEMENTS
Improvements have been recommended at study intersections and roadway segments where an operational deficiency has been identified based on the results of the LOS analysis. Table 9‐A summarizes the recommended improvements for study intersections for all analysis scenarios.

Tables 9‐B, 9‐C, and 9‐D summarize the post‐improvement intersection LOS under existing, near‐ term, and cumulative conditions, respectively.

It should be noted that as shown in Tables 8‐A, 8‐C, and 8‐E, the intersections of SR‐ 168 Westbound Ramps/Herndon Avenue, and SR‐ 168 Eastbound Ramps/Herndon Avenue are forecast to operate at a satisfactory LOS under all scenarios. However, as shown in Tables 10‐B and 10‐C, both the ramp intersections are projected to have queuing deficiencies under future conditions (Near‐term and cumulative scenarios). Additionally, the adjacent intersection of Clovis Avenue/Herndon Avenue is forecast to operate at an unsatisfactory LOS under Near‐term, and cumulative scenarios, which may further deteriorate the ramp performance due to proximity of this intersection to the freeway ramps. Therefore, an evaluation of these intersections using signal timing coordination and optimization was performed under near‐term and cumulative scenario. As shown in Tables 9‐C, and 9‐D, the intersection of Clovis Avenue/Herndon Avenue is forecast to operate at a satisfactory LOS along with the ramp intersections under Near‐term, and cumulative scenarios with implementation of this improvement. Further, as shown in Tables 10‐E and 10‐F, and discussed in chapter 10.0 of this report, this also helps eliminate the queuing issues at the ramp intersections along with additional storage length improvement proposed to the SR‐ 168 Westbound Ramps at Herndon Avenue.

Detailed LOS worksheets are included in Appendix E. Figures 9‐1, 9‐2, and 9‐3 illustrate the with recommended improvements intersection geometrics and traffic control under existing, near‐term, and cumulative conditions, respectively.

A peak‐hour signal warrant analyses have been conducted for the intersections where a signal has been proposed. As such, a signal was only recommended as an improvement if it meets the peak‐ hour signal warrant. Detailed signal warrant analysis worksheets are included in Appendix F.

Table 9‐E summarizes the recommended improvements for roadway segments for all analysis scenarios. Tables 9‐F and 9‐G summarize the post‐improvement roadway segment LOS under near‐ term and cumulative conditions, respectively.

Improvements identified at intersections and roadway segments adjacent to the project site along Shepherd Avenue and Sunnyside Avenue are illustrated in Figures 9‐4, 9‐5, and 9‐6.

It should be noted that the segment of Fowler Avenue between Ticonderoga and Shepherd Avenue is forecast to operate at a deficient LOS under Cumulative (2046) without and plus project conditions. However, this segment is designated as a Rural collector (2‐lanes) in the City’s General Plan Circulation Element, and already constructed as per the General Plan Circulation Element 1630
AGENDA ITEM NO. 6.
9‐2

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) designation. Additionally, the project is not estimated to add any traffic at this segment during either peak hours. Therefore, no improvement has been recommended for this roadway segment.

9.2 FUNDING SOURCES AND MECHANISMS
Where there is a funding mechanism (fee program) for the recommended improvements, payment into the fee program would be considered sufficient project obligation to alleviate project‐related operational deficiencies. At study locations where the addition of project traffic creates an operational deficiency (existing Plus project conditions) and there is no funding mechanism in place, the project will be responsible for the implementation of the improvement. At locations where the project adds to or creates a forecast deficiency and there is no funding mechanism in place, the project is responsible for its fair‐share payment.

9.2.1 Fresno Council of Governments Federal Transportation Improvement Program The Fresno COG prepares the Federal Transportation Improvement Program (FTIP) in cooperation with its member agencies and transit operators, State and federal agencies, and with public involvement. The FTIP is a compilation of project lists from the State Transportation Improvement Program (STIP), urbanized and non‐urbanized areas, and other programs using federal funding. The basic premise behind an FTIP is that it is the incremental implementation (4 years) of the long‐range Regional Transportation Plan (RTP) (24 years). The FTIP serves to present to federal funding agencies manageable components of funding the long‐range RTP.

9.2.2 City of Clovis Development Impact Fee Program
Several recommended improvements are part of Clovis Development Impact Fee (DIF) Program. As such, since these improvements are included in the City’s DIF program, the project will be paying into this fee program for these improvements. The City currently have three mechanisms within its DIF program which will be responsible for these improvements. Following is a summary of these three mechanisms within the City’s DIF program:
 Traffic Signal Fee: The Traffic Signal fee pays for the construction and financing of those certain planned traffic signals at the intersection of Major Streets and the interconnecting fiber optic system.
 Outside Travel Lane Fee: The Outside Travel Lane fee pays for the construction and financing of those certain planned travel lanes of a Major Street that are located between the frontage improvements and the Center Travel Lanes.
 Center Travel Lane Fee: The Center Travel Lane fee pays for the construction and financing of those certain planned travel lanes of a Major Street that are located within the median area. The fee also includes the adjacent travel lane on roads with 4 lanes or less, or the 2 adjacent lanes on 6‐lane roads.

9.2.3 Project Fair Share
In the absence of a fee program where the project has an impact on the roadway network, the project will pay its respective fair share for the proposed improvements. The project’s fair share has 1631
AGENDA ITEM NO. 6.
9‐3

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) been calculated based on project traffic as a percentage of total growth of existing traffic plus project volumes.

Table 9‐H summarizes the recommended improvement for the deficient intersections, a funding mechanism, and its fair share percentage. Table 9‐I summarizes the corresponding improvements and funding mechanism for the roadway segments.

9.3 LIST OF CHAPTER 9.0 FIGURES AND TABLES
 Figure 9‐1: Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control
 Figure 9‐2: Near‐Term (2028) Plus Project with Improvements Study Intersection Geometrics and Traffic Control
 Figure 9‐3: Cumulative (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control
 Figure 9‐4: Conceptual Striping Plan at Project Frontage ‐ Part 1  Figure 9‐5: Conceptual Striping Plan at Project Frontage ‐ Part 2  Figure 9‐6: Conceptual Striping Plan at Project Frontage ‐ Part 3  Table 9‐A: Recommended Improvements for Intersections  Table 9‐B: Existing Plus Project with Recommended Improvements Intersection Levels of Service  Table 9‐C: Near‐Term (2028) Plus Project with Recommended Improvements Intersection Levels of Service
 Table 9‐D: Cumulative (2046) Plus Project with Improvements with Recommended Improvements Intersection Levels of Service
 Table 9‐E: Recommended Improvements for Roadway Segments  Table 9‐F: Near‐Term (2028) Plus Project with Recommended Improvements Roadway Segments Levels of Service
 Table 9‐G: Cumulative (2046) Plus Project with Recommended Improvements Roadway Segments Levels of Service
 Table 9‐H: Intersection Improvement Funding Mechanism and Fair Share  Table 9‐I: Roadway Segment Improvement Funding Mechanism and Fair Share 1632
AGENDA ITEM NO. 6.
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7 8 9 10 11 12
13 14 15 16 17 18
19 20 21 22 23 24
25 26
FIGURE
9‐1
Legend
Signal Free right‐turn Project Driveway
 Recommended Improvements Shepherd North Project
Stop Sign Right‐turn overlap Optimize Signal Timing Transportation Impact AnalysisDefacto right turn Yield Install Traffic Signal Existing Plus Project with Improvements Study Intersection Geometrics and Traffic Control Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Shepherd Avenue Sunnyside Avenue/Teague Avenue 
Project Driveway 3/Shepherd Avenue Stanford Avenue-Project Driveway 4/Perrin RoadFowler Avenue/Teague Avenue Fowler Avenue/Nees Avenue 















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
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
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 
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
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
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
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

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
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





 




 





Willow Avenue/Behymer Avenue Willow Avenue/Shepherd Avenue 









Sunnyside Avenue/Nees Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga  

 







Fowler Avenue/Shepherd Avenue
Fowler Avenue/State Route 168 Westbound Ramps
Fowler Avenue/State Route 168 Eastbound Ramps Sunnyside Avenue/Project Driveway 1 Sunnyside Avenue/Project Driveway 2 Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd Avenue Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Sunnyside Avenue/Behymer Avenue 




 

D
F
O
Y
F
F
F
D
D
P:\DNV2201\Traffic\March_2023\g‐45_Geo_Exist WP_Impro.xlsx 4/28/2023 1633 AGENDA ITEM NO. 6.
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19 20 21 22 23 24
25 26
FIGURE
9‐2
Legend
Signal Free right‐turn Project Driveway
 Recommended Improvements Shepherd North Project
Stop Sign Right‐turn overlap Optimize Signal Timing Transportation Impact AnalysisDefacto right turn Yield Install Traffic Signal Near ‐Term (2028) Plus Project with Improvements Study Intersection Geometrics and Traffic Control Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Shepherd Avenue Sunnyside Avenue/Teague Avenue 
Project Driveway 3/Shepherd Avenue Stanford Avenue-Project Driveway 4/Perrin RoadFowler Avenue/Teague Avenue Fowler Avenue/Nees Avenue 




















 





















 




 





Willow Avenue/Behymer Avenue Willow Avenue/Shepherd Avenue 









Sunnyside Avenue/Nees Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga  

 







Fowler Avenue/Shepherd Avenue
Fowler Avenue/State Route 168 Westbound Ramps
Fowler Avenue/State Route 168 Eastbound Ramps Sunnyside Avenue/Project Driveway 1 Sunnyside Avenue/Project Driveway 2 Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd Avenue Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Sunnyside Avenue/Behymer Avenue 





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D
F
O
Y
F
F
F
D
D
O
O
P:\DNV2201\Traffic\March_2023\g‐45_Geo_2028 NT WP_Impro.xlsx 4/28/2023 1634 AGENDA ITEM NO. 6.
123456
7 8 9 10 11 12
13 14 15 16 17 18
19 20 21 22 23 24
25 26
FIGURE
9‐3
Legend
Signal Free right‐turn Project Driveway
 Recommended Improvements Shepherd North Project
Stop Sign Right‐turn overlap Optimize Signal Timing Transportation Impact AnalysisDefacto right turn Yield Install Traffic Signal Cumulative (2046) Plus Project with Improvements Study Intersection Geometrics and Traffic Control Clovis Avenue/Nees Avenue Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Shepherd Avenue Sunnyside Avenue/Teague Avenue 
Project Driveway 3/Shepherd Avenue Stanford Avenue-Project Driveway 4/Perrin RoadFowler Avenue/Teague Avenue Fowler Avenue/Nees Avenue 




















 
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




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
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
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
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
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
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 
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

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 






Willow Avenue/Behymer Avenue Willow Avenue/Shepherd Avenue 









Sunnyside Avenue/Nees Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga  

 







Fowler Avenue/Shepherd Avenue
Fowler Avenue/State Route 168 Westbound Ramps
Fowler Avenue/State Route 168 Eastbound Ramps Sunnyside Avenue/Project Driveway 1 Sunnyside Avenue/Project Driveway 2 Minnewawa Avenue/Behymer Avenue Minnewawa Avenue/Shepherd Avenue Clovis Avenue/Shepherd Avenue Clovis Avenue/Teague Avenue State Route 168 Westbound Ramps/Herndon Avenue State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue Sunnyside Avenue/Behymer Avenue 



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D
F
O
Y
F
F
F
D
D
O
O
O
O
O
P:\DNV2201\Traffic\March_2023\g‐45_Geo_2046 Cum WP_Impro.xlsx 7/10/2023 1635 AGENDA ITEM NO. 6.

FIGURE 9-4 Conceptual Striping Plan at Project Frontage - Part 1 Transportation Impact Analysis Shepherd North Project P:\DNV2201\Traffic\Striping Plan\Template.dwg (2/13/2023) SOURCE: Harbour & Associates, March 2022 Proposed Striping LEGEND FEET 0 35 70 Proposed Signal 1636 AGENDA ITEM NO. 6.

FIGURE 9-5 Conceptual Striping Plan at Project Frontage - Part 2 Transportation Impact Analysis Shepherd North Project P:\DNV2201\Traffic\March_2023\Striping Plan\Template.dwg (2/13/2023) SOURCE: Harbour & Associates, March 2022 FEET 0 60 120 Proposed Striping LEGENDProposed Signal 1637 AGENDA ITEM NO. 6.

FIGURE 9-6
Conceptual Striping Plan at Project Frontage - Part 3
Transportation Impact Analysis
Shepherd North Project
P:\DNV2201\Traffic\Striping Plan\Template.dwg (2/13/2023) SOURCE: Harbour & Associates, March 2022 FEET 0 90 180
Proposed Striping
LEGEND
Proposed Signal
Existing Near‐Term (2028) Cumulative (2046)
Jurisdiction Plus Project Improvements Plus Project Improvements Plus Project Improvements 2 . Willow Avenue/Shepherd Avenue Clovis/Fresno Add NBR and EBR overlap phasing, Optimize signal timing.
3 . Minnewawa Avenue/Behymer Avenue Clovis Install a Signal. Install a Signal, add NBL. Install a Signal. Add NBL, SBL, EBL, WBL, WBR. 4 . Minnewawa Avenue/Shepherd Avenue Clovis Add NBT, SBT, WBT. Optimize the signal timing. Add NBT, SBT, WBT. Add EBR overlap phasing. Optimize the signal timing.
5 . Clovis Avenue/Shepherd Avenue Clovis Optimize signal timing. Optimize signal timing. 7 . Clovis Avenue/Nees Avenue Clovis Optimize signal timing. Optimize signal timing. 8 . Clovis Avenue/Alluvial Avenue Clovis Optimize signal timing. 11 . Clovis Avenue/Herndon Avenue Clovis Add EBR and SBR overlap phasing and restrict NB and EB U‐turns. Cooridinate and optimize the signal along with the SR‐168 ramp intersections.

Add EBR and SBR overlap phasing and restrict NB and EB
U‐turns. Cooridinate and optimize the signal along with the SR‐168 ramp intersections.
13 . Sunnyside Avenue/Shepherd Avenue Clovis Install a signal. Add EBL, WBT, SBL, NBL. Install a signal. Add EBL, EBR, WBT, WBR, SBL, SBR, NBL. Install a Signal. Add 2 EBL, 1 EBT, 1 EBR, 1 WBT, 1 WBR, 2 SBL, 1 SBR, 1 NBL.
15 . Sunnyside Avenue/Nees Avenue Clovis Install a Signal. Install a Signal. Install a Signal. Add SBL. Restripe the south leg to NBL and NBTR.
18 . Fowler Avenue/Shepherd Avenue Clovis Optimize signal timing. Optimize signal timing. Optimize signal timing. 19 . Fowler Avenue/Teague Avenue Clovis Install a Signal. 22 . Fowler Avenue/State Route 168 Eastbound
Ramps
Caltrans Optimize signal timing. Optimize signal timing. Restripe the second EBL to EBLTR. Optimize signal timing. 23 . Sunnyside Avenue/Project Driveway 1 Clovis Add a TWLTL median.24 . Sunnyside Avenue/Project Driveway 2 Clovis Add a TWLTL median.

Notes:

NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound L = Left, T = Through, R = Right
Table 9‐A ‐ Recommended Improvements for Intersections
Intersection
P:\DNV2201\Traffic\March_2023\Int Improvements.xlsx\Int LOS MIT All (4/29/2023) 1639 AGENDA ITEM NO. 6.

Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS 3 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC 60.0 F * 12.4 B Signal 17.0 B 11.4 B 13 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC 34.1 D 62.0 F * Signal 33.0 C 32.3 C 15 . Sunnyside Avenue/Nees Avenue Clovis D AWSC 31.8 D 44.4 E * Signal 15.9 B 13.7 B 18 . Fowler Avenue/Shepherd Avenue Clovis D Signal 69.2 E * 55.0 D Signal 37.4 D 36.8 D 22 . Fowler Avenue/State Route 168 Eastbound Ramps Caltrans 45 sec Signal 22.7 C 60.8 E * Signal 15.3 B 25.3 C Notes:

AWSC= All‐Way Stop Control; OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Table 9‐B ‐ Existing Plus Project with Recommended Improvements Intersection Levels of Service LOS
Standard
Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour P:\DNV2201\Traffic\March_2023\LOS.xlsx\2022 Exist Mit (4/28/2023) 1640 AGENDA ITEM NO. 6.

Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS 3 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC 100.9 F * 16.9 C Signal 19.0 B 11.6 B 4 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 118.6 F * 148.0 F * Signal 48.6 D 45.6 D5 . Clovis Avenue/Shepherd Avenue Clovis D Signal 53.0 D 69.6 E * Signal 53.0 D 45.6 D 7 . Clovis Avenue/Nees Avenue Clovis D Signal 51.6 D 60.7 E * Signal 38.7 D 44.9 D 11 . Clovis Avenue/Herndon Avenue Clovis D Signal 57.1 E * 67.6 E * Signal 35.1 D 41.1 D 13 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC >200 F * >200 F * Signal 34.2 C 45.8 D 15 . Sunnyside Avenue/Nees Avenue Clovis D AWSC 45.5 E * 71.9 F * Signal 18.6 B 13.3 B 18 . Fowler Avenue/Shepherd Avenue Clovis D Signal 81.8 F * 137.6 F * Signal 46.7 D 43.9 D 22 . Fowler Avenue/State Route 168 Eastbound Ramps Caltrans 45 sec Signal 22.7 C 64.3 E * Signal 15.5 B 26.7 C Notes:

AWSC= All‐Way Stop Control; OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Table 9‐C ‐ Near‐Term (2028) Plus Project with Recommended Improvements Intersection Levels of Service Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
P:\DNV2201\Traffic\March_2023\LOS.xlsx\2028 NT Mit (4/28/2023) 1641 AGENDA ITEM NO. 6.

Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS 2 . Willow Avenue/Shepherd Avenue Clovis/Fresno D Signal 51.0 D 64.1 E * Signal 48.2 D 54.6 D 3 . Minnewawa Avenue/Behymer Avenue Clovis D AWSC >200 F * >200 F * Signal 45.2 D 31.1 C 4 . Minnewawa Avenue/Shepherd Avenue Clovis D Signal 164.4 F * 162.3 F * Signal 54.8 D 50.5 D 5 . Clovis Avenue/Shepherd Avenue Clovis D Signal 61.5 E * 67.4 E * Signal 50.1 D 50.4 D 7 . Clovis Avenue/Nees Avenue Clovis D Signal 59.9 E * 87.7 F * Signal 41.0 D 51.4 D8 . Clovis Avenue/Alluvial Avenue Clovis D Signal 56.4 E * 49.8 D Signal 54.4 D 49.8 D 11 . Clovis Avenue/Herndon Avenue Clovis D Signal 62.7 E * 90.4 F * Signal 42.7 D 49.0 D 13 . Sunnyside Avenue/Shepherd Avenue Clovis D AWSC >200 F * >200 F * Signal 37.8 D 54.7 D 15 . Sunnyside Avenue/Nees Avenue Clovis D AWSC 165.4 F * >200 F * Signal 30.9 C 27.4 C 18 . Fowler Avenue/Shepherd Avenue Clovis D Signal 86.3 F * 129.1 F * Signal 53.7 D 54.3 D 19 . Fowler Avenue/Teague Avenue Clovis D TWSC 52.5 F * 133.5 F * Signal 6.0 A 6.0 A 22 . Fowler Avenue/State Route 168 Eastbound Ramps Caltrans 45 sec Signal 23.7 C 70.5 E * Signal 16.4 B 30.1 C23 . Sunnyside Avenue/Project Driveway 1 Clovis D OWSC 46.5 E * 53.6 F * OWSC 23.5 C 26.2 D 24 . Sunnyside Avenue/Project Driveway 2 Clovis D OWSC 140.9 F * 131.1 F * OWSC 35.0 D 34.4 D Notes:

AWSC= All‐Way Stop Control; OWSC = One‐Way Stop Control; TWSC = Two‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case movement). * Exceeds LOS Standard
Table 9‐D ‐ Cumulative (2046) Plus Project with Recommended Improvements Intersection Levels of Service Plus Project Without Improvements Plus Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
P:\DNV2201\Traffic\March_2023\LOS.xlsx\2046 Cumulative Mit (4/28/2023) 1642 AGENDA ITEM NO. 6.

Near‐Term (2028) Cumulative (2046)
Plus Project Improvements Plus Project Improvements
Segments on Behymer Avenue
2 . between Minnewawa Avenue and Sunnyside Avenue Clovis Convert to 2‐Lane TWLTL Collector.

Segments on Shepherd Avenue
4 . between Willow Avenue and Minnewawa Avenue Clovis Convert to 4‐Lane Raised Median Arterial. Convert to 4‐Lane Raised Median Arterial.6 . between Clovis Avenue and Sunnyside Avenue Clovis Convert to 4‐Lane Raised Median Expressway. Convert to 4‐Lane Raised Median Expressway. 7 . between Sunnyside Avenue and Project Driveway 3Clovis ‐ Convert to 4‐Lane Raised Median Expressway.

Segments on Minnewawa Avenue
11 . between Behymer Avenue and Shepherd Avenue Clovis Convert to 2‐Lane TWLTL Arterial. Convert to 4‐Lane Undivided Arterial.

Segments on Sunnyside Avenue
16 . between Project Driveway 1 and Shepherd Avenue Clovis Convert to 3‐Lane TWLTL Collector.

Segments on Fowler Avenue
20 . between Ticonderoga and Shepherd Avenue Clovis
No feasible improvements available since this roadway segment is already built to the City's General Plan Roadway classification standard.

Table 9‐E ‐ Recommended Improvements for Roadway Segments Roadway Segment Jurisdiction
P:\DNV2201\Traffic\March_2023\xRoadway LOS.xlsx\Rdway Mit AIl (4/28/2023) 1643 AGENDA ITEM NO. 6.

Capacity Volume LOS Capacity Volume LOS Capacity Volume LOS Capacity Volume LOS Segments on Shepherd Avenue
4 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 4‐Lane Raised Median Arterial 2,830 2,040 D 3780 2,040 D 2,830 2,760 E * 3,780 2,760 D 6 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 4‐Lane Raised Median Expressway 2,130 1,990 D 4260 1,990 C 2,130 2,390 F * 4,260 2,390 D Segments on Minnewawa Avenue
11 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 2‐Lane TWLTL Arterial 1,310 1,240 E * 1790 1,240 D 1,310 1,430 F * 1,790 1,430 D Notes:

LOS = Level of Service
12 Table 9‐F ‐ Near‐Term (2028) Plus Project with Recommended Improvements Roadway Segments Levels of Service Roadway Segment Existing Classification Proposed Classification A.M. Peak Hour P.M. Peak Hour
Plus Project without Improvements Plus Project with Improvements Plus Project without Improvements Plus Project with Improvements Jurisdiction Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Map, dated December 2014.

Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.

P:\DNV2201\Traffic\xRoadway LOS.xlsx\MIT ‐NT 2028 (2/14/2023) 1644 AGENDA ITEM NO. 6.

Capacity Volume LOS Capacity Volume LOS Capacity Volume LOS Capacity Volume LOS Segments on Behymer Avenue
2 . between Minnewawa Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Collector 2‐Lane TWLTL Collector 1,310 1,470 F * 1790 1,470 D 1,310 1,110 D 1,790 1,110 D Segments on Shepherd Avenue
4 . between Willow Avenue and Minnewawa Avenue Clovis 3‐Lane Raised Median Arterial 4‐Lane Raised Median Arterial 2,830 2,140 D 3780 2,140 D 2,830 2,890 F * 3,780 2,890 D 6 . between Clovis Avenue and Sunnyside Avenue Clovis 2‐Lane Undivided Expressway 4‐Lane Raised Median Expressway 2,130 2,080 E * 4260 2,080 D 2,130 2,490 F * 4,260 2,490 D 7 . between Sunnyside Avenue and Project Driveway 3Clovis 2‐Lane Undivided Expressway 4‐Lane Raised Median Expressway 2,130 1,650 D 4260 1,650 C 2,130 2,070 E * 4,260 2,070 C Segments on Minnewawa Avenue
11 . between Behymer Avenue and Shepherd Avenue Clovis 2‐Lane Undivided Arterial 4‐Lane Undivided Arterial 1,310 1,800 F * 2640 1,800 D 1,310 1,570 F * 2,640 1,570 D Segments on Sunnyside Avenue
16 . between Project Driveway 1 and Shepherd Avenue Clovis 2‐Lane Undivided Collector 3‐Lane TWLTL Collector 1,310 1,650 F * 2640 1,650 D 1,310 1,800 F * 2,640 1,800 D Segments on Fowler Avenue
20 . between Ticonderoga and Shepherd Avenue Clovis 2‐Lane Undivided Rural Collector 2‐Lane Undivided Rural Collector 1,000 1,410 F * 1000 1,410 F * 1,000 1,110 F * 1,000 1,110 F * Notes:

LOS = Level of Service
12 Table 9‐G ‐ Cumulative (2046) Plus Project with Recommended Improvements Roadway Segments Levels of Service Roadway Segment Proposed Classification Plus Project without Improvements Plus Project with Improvements P.M. Peak Hour
Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Map, dated December 2014.

Existing Classification Plus Project without Improvements Plus Project with Improvements A.M. Peak Hour
Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.

Jurisdiction
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Improvements Improvements Improvements
Recommended Funding Project Covered by Covered by Covered by Fair Share Intersection Jurisdiction Improvements Mechanism Responsibility1 Clovis Development Improvement Fee Program FTIP Fair Share Percentage2 2 . Willow Avenue/Shepherd Avenue Clovis/Fresno Add NBR and EBR overlap phasing, Optimize signal timing.

Fair Share Add NBR and EBR overlap phasing,
Optimize signal timing.

3.46%
3 . Minnewawa Avenue/Behymer Avenue Clovis Install a Signal. Add NBL, SBL, EBL, WBL, WBR. Clovis DIF Install a Signal. Add NBL, SBL, EBL, WBL, WBR.
4 . Minnewawa Avenue/Shepherd Avenue Clovis Add NBT, SBT, WBT. Add EBR overlap phasing.

Optimize the signal timing.

Fair Share Add NBT, SBT, WBT. Add EBR overlap
phasing. Optimize the signal timing.

7.02%
5 . Clovis Avenue/Shepherd Avenue Clovis Optimize signal timing. Fair Share Optimize signal timing. 11.07% 7 . Clovis Avenue/Nees Avenue Clovis Optimize signal timing. Fresno COG 2021 FTIP Optimize signal timing.
8 . Clovis Avenue/Alluvial Avenue Clovis Optimize signal timing. Fair Share 11.31% 11 . Clovis Avenue/Herndon Avenue Clovis Add EBR and SBR overlap phasing and restrict NB and EB U‐turns. Cooridinate and optimize the signal
along with the SR‐168 ramp intersections.

Fair Share Add EBR and SBR overlap phasing and
restrict NB and EB U‐turns. Cooridinate and
optimize the signal along with the SR‐168
ramp intersections.

8.18%
13 . Sunnyside Avenue/Shepherd Avenue Clovis Install a Signal. Add 2 EBL, 1 EBT, 1 EBR, 1 WBT, 1 WBR, 2 SBL, 1 SBR, 1 NBL.

Clovis DIF, Fair Share Install a Signal. Add EBL, EBT,
EBR, WBT, WBR, SBL, NBL.

Add 2nd EBL, 2nd SBL, and SBR. 15.24%
15 . Sunnyside Avenue/Nees Avenue Clovis Install a Signal. Add SBL. Restripe the south leg to NBL and NBTR.

Clovis DIF Install a Signal. Add SBL. Restripe
the south leg to NBL and NBTR.
18 . Fowler Avenue/Shepherd Avenue Clovis Optimize signal timing. Clovis DIF Optimize signal timing. 19 . Fowler Avenue/Teague Avenue Clovis Install a Signal. Clovis DIF Install a signal.22 . Fowler Avenue/State Route 168 Eastbound Ramps Caltrans Restripe the second EBL to EBLTR. Optimize signal timing.

Fair Share Restripe the second EBL to EBLTR. Optimize
signal timing.

16.16%
23 . Sunnyside Avenue/Project Driveway 1 Clovis Add a TWLTL median. Fair Share Add a TWLTL median. 5.21% 24 . Sunnyside Avenue/Project Driveway 2 Clovis Add a TWLTL median. Fair Share Add a TWLTL median. 11.65% Notes:

NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound L = Left, T = Through, R = Right
FTIP: Fresno council of Governments 2021 Federal Transportation Improvement Program 12 Table 9‐H ‐ Intersection Improvement Funding Mechanism and Fair Share Project Fair Share Percentage is the highest fair share value of the AM and PM peak hour when both peak hours require improvements, or only in the peak hour that require improvements.

Improvements listed under this section would be 100 percent project responsibility.

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Improvements Improvements Improvements
Cumulative (2046) Funding Project Covered by Covered by Covered by Fair Share Plus Project Improvements Mechanism Responsibility Clovis Five year Community Investment Program FTIP Fair Share Percentage Segments on Behymer Avenue
2 . between Minnewawa Avenue and Sunnyside Avenue Clovis Convert to 2‐Lane TWLTL Collector. Fair Share Convert to 2‐Lane TWLTL Collector. 0.52% Segments on Shepherd Avenue
4 . between Willow Avenue and Minnewawa Avenue Clovis Convert to 4‐Lane Raised Median Arterial. Fair Share Convert to 4‐Lane Raised Median Arterial. 7.68% 6 . between Clovis Avenue and Sunnyside Avenue Clovis Convert to 4‐Lane Raised Median Expressway. Fair Share Convert to 4‐Lane Raised Median Expressway. 22.21%7 . between Sunnyside Avenue and Project Driveway 3 Clovis Convert to 4‐Lane Raised Median Expressway. Fair Share Convert to 4‐Lane Raised Median Expressway. 24.73% Segments on Minnewawa Avenue
11 . between Behymer Avenue and Shepherd Avenue Clovis Convert to 4‐Lane Undivided Arterial. Fair Share ‐ Convert to 4‐Lane Undivided Arterial. 0.00% Segments on Sunnyside Avenue
16 . between Project Driveway 1 and Shepherd Avenue Clovis Convert to 3‐Lane TWLTL Collector. Fair Share Convert to 3‐Lane TWLTL Collector. 10.56% Segments on Fowler Avenue
20 . between Ticonderoga and Shepherd Avenue Clovis
No feasible improvements available since this roadway
segment is already built to the City's General Plan Roadway classification standard.

Fair Share No feasible improvements available since this roadway segment is already built to the City's
General Plan Roadway classification standard. 0.00%
Notes:

LOS = Level of Service
12 Table 9‐I ‐ Roadway Segment Improvement Funding Mechanism and Fair Share Roadway Segment
Classifications for all segments have been obtained from the City of Clovis's General Plan Circulation Map, dated 2014.

Roadway capacities for all segments have been obtained from the Clovis General Plan and Development Code Update Draft PEIR, dated June 2014.

Jurisdiction
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10‐1

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

10.0 INTERSECTION QUEUING ANALYSIS
Tables 10‐A, 10‐B, and 10‐C list the available turn‐pocket storage lengths and summarize the 95th percentile back‐of‐queue lengths at the study intersections under existing, near‐term, and cumulative (2046) without project and plus project conditions. The queues for the signalized intersections have been reported from Synchro, while for unsignalized intersections, the SimTraffic queues have been reported since Synchro does not appropriately report queues at unsignalized intersections.

Tables 10‐D, 10‐E, and 10‐F lists the 95th percentile back‐of‐queue lengths at the study intersections for plus project and plus project with improvements conditions, under existing, near‐term (2028), and cumulative (2046) scenarios. It also includes the recommended turn‐pocket storage lengths at these intersections. The recommended turn pocket storage lengths have been calculated based on recommended lane geometry with improvements and availability of adequate right‐of‐way.

It should be noted that as shown in Tables 8‐A, 8‐C, and 8‐E, the intersections of SR‐ 168 Westbound Ramps/Herndon Avenue, and SR‐ 168 Eastbound Ramps/Herndon Avenue are forecast to operate at a satisfactory LOS under all scenarios. However, as shown in Tables 10‐B and 10‐C, both the ramp intersections are projected to have queuing deficiencies under future conditions (Near‐term and cumulative scenarios). Additionally, the adjacent intersection of Clovis Avenue/Herndon Avenue is forecast to operate at an unsatisfactory LOS under Near‐term, and cumulative scenarios, which may further deteriorate the ramp performance due to proximity of this intersection to the freeway ramps. Therefore, an evaluation of these intersections using signal timing coordination and optimization was performed under near‐term and cumulative scenario. As shown in Tables 9‐C, and 9‐D, the intersection of Clovis Avenue/Herndon Avenue is forecast to operate at a satisfactory LOS along with the ramp intersections under Near‐term, and cumulative scenarios with implementation of this improvement. Further, as shown in Tables 10‐E and 10‐F, this also helps eliminate the queuing issues at the ramp intersections along with additional storage length improvement proposed to the SR‐ 168 Westbound Ramps at Herndon Avenue.

Detailed queuing worksheets are included in Appendix G.

10.1 LIST OF CHAPTER 10.0 TABLES
 Table 10‐A: Existing Queuing Analysis
 Table 10‐B: Near‐Term (2028) Queuing Analysis
 Table 10‐C: Cumulative (2046) Queuing Analysis
 Table 10‐D: Existing Plus Project with Improvements Queuing Analysis  Table 10‐E: Near‐Term (2028) Plus Project with Improvements Queuing Analysis  Table 10‐F: Cumulative (2046) Plus Project with Improvements Queuing Analysis

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AGENDA ITEM NO. 6.

Intersection AM PM AM PM

1. Willow Avenue/Behymer Avenue NBL 250 130 180 130 180 Signal NBR 105 0 0 0 0
SBL 250 85 75 85 80
SBR 200 10 0 10 0
EBL 235 115 35 115 35
WBL 90 40 65 40 65

2. Willow Avenue/Shepherd Avenue 2x NBL 250 125 170 125 170 Signal NBR 160 0 20 0 25
2x SBL 250 125 100 130 125
SBR 150 0 0 0 0
2x EBL 230 35 40 35 40
EBR 100 65 60 60 60
WBL 250 45 40 50 40
WBR 100 45 65 75 75

4. Minnewawa Avenue/Shepherd Avenue NBL 230 175 155 180 155 Signal NBR 105 0 0 15 30
SBL 255 150 120 150 120
SBR 25 0 0 0 0
EBL 230 65 50 65 50
EBR 50 105 40 110 35
WBL 215 80 45 130 85
WBR 60 50 40 45 40

5. Clovis Avenue/Shepherd Avenue NBL 235 135 200 135 200 Signal NBR 50 35 15 45 60
2x SBL 250 20 10 20 15
SBR 50 10 0 10 0
2x EBL 240 35 35 35 35
EBR 50 75 55 75 20
2x WBL 245 90 65 135 100
WBR 175 0 0 0 0

6. Clovis Avenue/Teague Avenue NBL 200 200 140 195 140
Signal SBR 50 25 20 45 20
EBL 250 80 75 80 80

7. Clovis Avenue/Nees Avenue NBL 300 130 195 130 220
Signal NBR 95 0 0 0 0
SBL 260 130 90 130 90
SBR 105 0 0 0 0
EBL 230 70 55 70 55
WBL 55 80 55 125 90
WBR 60 115 5 115 20
Without Project2 Plus Project 2
Table 10‐A ‐ Existing Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Existing
Movement
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Intersection AM PM AM PM
Without Project2 Plus Project 2
Table 10‐A ‐ Existing Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Existing
Movement

8. Clovis Avenue/Alluvial Avenue NBL 230 175 195 180 195 Signal SBL 235 180 120 180 120
EBL 150 35 40 35 40
EBR 105 80 100 85 110
WBL 165 80 70 80 70
WBR 105 25 15 45 35

9. State Route 168 Westbound Ramps/Herndon Avenue SBL 235 45 45 45 45 Signal SBR 280 480 190 490 190
EBR 365 45 40 45 40
10 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 150 150 150 150 Signal NBR 430 170 350 180 390
11 . Clovis Avenue/Herndon Avenue 2x NBL 200 175 240 175 240 Signal 2x SBL 230 130 195 130 195
2x SBR 185 45 40 50 45
2x EBL 240 180 250 195 295
2x WBL 245 120 220 120 220
WBR 150 130 100 135 105
18 . Fowler Avenue/Shepherd Avenue NBL 150 215 175 230 240 Signal SBL 200 265 180 265 180
EBL 115 50 55 50 55
WBL 260 80 95 80 95
WBR 55 350 110 355 105
20 . Fowler Avenue/Nees Avenue NBL 200 150 205 150 205
Signal SBL 85 55 65 60 70
SBR 25 0 0 0 0
EBL 230 45 60 45 60
WBL 140 110 70 110 70
WBR 25 0 0 0 0
21 . Fowler Avenue/State Route 168 Westbound Ramps NBL 260 235 210 230 200 Signal WBR 380 0 0 0 0
22 . Fowler Avenue/State Route 168 Eastbound Ramps SBL 85 30 45 25 45 Signal EBL 535 70 125 75 135
23 . Sunnyside Avenue/Project Driveway 1 WBLTR ‐ 0 0 40 30 OWSC
24 . Sunnyside Avenue/Project Driveway 2 WBLTR ‐ 0 0 60 45 OWSC
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Intersection AM PM AM PM
Without Project2 Plus Project 2
Table 10‐A ‐ Existing Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Existing
Movement
25 . Project Driveway 3/Shepherd Avenue SBR ‐ 0 0 55 65 OWSC EBL 200 0 0 50 70
26 . Stanford Avenue‐Project Driveway 4/Perrin Road NBLTR ‐ 0 0 50 50 TWSC
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.

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Intersection AM PM

1. Willow Avenue/Behymer Avenue NBL 250 185 235
Signal NBR 105 0 0
SBL 250 90 100
SBR 200 15 0
EBL 235 115 35
WBL 90 50 85

2. Willow Avenue/Shepherd Avenue 2x NBL 250 140 195
Signal NBR 160 125 450
2x SBL 250 180 235
SBR 150 145 140
2x EBL 230 90 175
EBR 100 95 60
WBL 250 215 250
WBR 100 195 220

4. Minnewawa Avenue/Shepherd Avenue NBL 230 275 280
Signal NBR 105 40 85
SBL 255 310 205
SBR 25 75 60
EBL 230 130 190
EBR 50 220 110
WBL 215 205 155
WBR 60 90 165

5. Clovis Avenue/Shepherd Avenue NBL 235 170 280
Signal NBR 50 65 125
2x SBL 250 105 90
SBR 50 165 100
2x EBL 240 90 130
EBR 50 85 95
2x WBL 245 150 120
WBR 175 55 85

6. Clovis Avenue/Teague Avenue NBL 200 200 140
Signal SBR 50 100 35
EBL 250 85 95
Movement
Table 10‐B ‐ Near‐Term (2028) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Near Term Year (2028)
Plus Project 2
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Intersection Movement AM PM
Table 10‐B ‐ Near‐Term (2028) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Near Term Year (2028)
Plus Project 2

7. Clovis Avenue/Nees Avenue NBL 300 235 500
Signal NBR 95 0 0
SBL 260 130 90
SBR 105 5 0
EBL 230 90 105
WBL 55 125 90
WBR 60 110 5

8. Clovis Avenue/Alluvial Avenue NBL 230 175 195
Signal SBL 235 240 155
EBL 150 40 50
EBR 105 80 100
WBL 165 80 70
WBR 105 35 45

9. State Route 168 Westbound Ramps/Herndon Avenue SBL 235 45 50 Signal SBR 280 490 190
EBR 365 45 40
10 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 155 155 Signal NBR 430 275 670
11 . Clovis Avenue/Herndon Avenue 2x NBL 200 185 260
Signal 2x SBL 230 155 220
2x SBR 185 150 50
2x EBL 240 250 590
2x WBL 245 125 220
WBR 150 155 170
18 . Fowler Avenue/Shepherd Avenue NBL 150 290 425
Signal SBL 200 265 180
EBL 115 70 90
WBL 260 80 100
WBR 55 360 90
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Intersection Movement AM PM
Table 10‐B ‐ Near‐Term (2028) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Near Term Year (2028)
Plus Project 2
20 . Fowler Avenue/Nees Avenue NBL 200 150 205
Signal SBL 85 70 75
SBR 25 0 0
EBL 230 45 60
WBL 140 110 70
WBR 25 0 10
21 . Fowler Avenue/State Route 168 Westbound Ramps NBL 260 240 210 Signal WBR 380 0 0
22 . Fowler Avenue/State Route 168 Eastbound Ramps SBL 85 25 40 Signal EBL 535 75 145
23 . Sunnyside Avenue/Project Driveway 1 WBLTR ‐ 45 35
OWSC
24 . Sunnyside Avenue/Project Driveway 2 WBLTR ‐ 55 50
OWSC
25 . Project Driveway 3/Shepherd Avenue SBR ‐ 420 430
OWSC EBL 200 50 70
26 . Stanford Avenue‐Project Driveway 4/Perrin Road NBLTR ‐ 50 45 TWSC
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.

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Intersection AM PM AM PM

1. Willow Avenue/Behymer Avenue NBL 250 240 245 240 245 Signal NBR 105 0 95 0 95
SBL 250 105 170 105 175
SBR 200 20 0 20 0
EBL 235 120 35 120 35
WBL 90 155 210 155 210

2. Willow Avenue/Shepherd Avenue 2x NBL 250 255 200 255 200 Signal NBR 160 175 490 180 500
2x SBL 250 175 210 185 250
SBR 150 165 150 165 150
2x EBL 230 95 185 95 185
EBR 100 155 310 160 320
WBL 250 225 265 230 270
WBR 100 175 215 205 235

4. Minnewawa Avenue/Shepherd Avenue NBL 230 335 530 335 530 Signal NBR 105 40 65 45 115
SBL 255 580 215 580 215
SBR 25 85 65 85 65
EBL 230 135 195 135 195
EBR 50 350 170 390 175
WBL 215 160 125 210 155
WBR 60 95 175 95 175

5. Clovis Avenue/Shepherd Avenue NBL 235 185 320 185 320 Signal NBR 50 50 255 50 400
2x SBL 250 115 95 115 95
SBR 50 220 105 220 105
2x EBL 240 90 135 90 135
EBR 50 180 110 180 115
2x WBL 245 210 155 305 185
WBR 175 85 90 110 90

6. Clovis Avenue/Teague Avenue NBL 200 225 155 225 160
Signal SBR 50 150 35 160 35
EBL 250 90 140 90 145

7. Clovis Avenue/Nees Avenue NBL 300 245 540 245 600
Signal NBR 95 0 0 0 0
SBL 260 190 180 195 180
SBR 105 70 0 70 0
EBL 230 130 165 130 165
WBL 55 80 75 130 105
WBR 60 170 325 170 355
Movement
Table 10‐C ‐ Cumulative (2046) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Cumulative (2046)
Without Project2 Plus Project 2
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Intersection Movement AM PM AM PM
Table 10‐C ‐ Cumulative (2046) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Cumulative (2046)
Without Project2 Plus Project 2

8. Clovis Avenue/Alluvial Avenue NBL 230 445 405 445 405 Signal SBL 235 255 175 255 175
EBL 150 40 50 40 50
EBR 105 105 105 105 105
WBL 165 80 70 80 70
WBR 105 40 50 40 50

9. State Route 168 Westbound Ramps/Herndon Avenue SBL 235 50 50 50 50 Signal SBR 280 565 225 575 225
EBR 365 50 45 50 45
10 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 155 240 155 240 Signal NBR 430 305 645 320 710
11 . Clovis Avenue/Herndon Avenue 2x NBL 200 260 445 260 445 Signal 2x SBL 230 155 225 160 225
2x SBR 185 155 50 225 60
2x EBL 240 275 540 290 620
2x WBL 245 150 225 150 225
WBR 150 165 200 165 200
18 . Fowler Avenue/Shepherd Avenue NBL 150 280 415 300 545 Signal SBL 200 565 230 565 230
EBL 115 100 105 100 105
WBL 260 130 130 130 130
WBR 55 395 265 400 265
20 . Fowler Avenue/Nees Avenue NBL 200 195 220 195 235
Signal SBL 85 135 95 135 95
SBR 25 35 20 35 20
EBL 230 45 110 45 110
WBL 140 135 95 135 95
WBR 25 0 50 0 55
21 . Fowler Avenue/State Route 168 Westbound Ramps NBL 260 250 220 250 215 Signal WBR 380 0 0 0 0
22 . Fowler Avenue/State Route 168 Eastbound Ramps SBL 85 25 45 25 45 Signal EBL 535 65 140 70 150
23 . Sunnyside Avenue/Project Driveway 1 WBLTR ‐ 0 0 55 245 OWSC
24 . Sunnyside Avenue/Project Driveway 2 WBLTR ‐ 0 0 100 465 OWSC
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Intersection Movement AM PM AM PM
Table 10‐C ‐ Cumulative (2046) Queuing Analysis
Without Project
Storage Length1
(ft/ln)
Cumulative (2046)
Without Project2 Plus Project 2
25 . Project Driveway 3/Shepherd Avenue SBR ‐ 0 0 460 410 OWSC EBL 200 0 0 25 65
26 . Stanford Avenue‐Project Driveway 4/Perrin Road NBLTR ‐ 0 0 50 45 TWSC
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.

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Intersection AM PM AM PM

1. Willow Avenue/Behymer Avenue NBL 250 250 130 180 130 180 Signal NBR 105 105 0 0 0 0
SBL 250 250 85 80 85 80
SBR 200 200 10 0 10 0
EBL 235 235 115 35 115 35
WBL 90 210 40 65 40 65

2. Willow Avenue/Shepherd Avenue 2x NBL 250 260 125 170 125 170 Signal NBR 160 225 0 25 15 30
2x SBL 250 280 130 125 130 125
SBR 150 165 0 0 0 0
2x EBL 230 230 35 40 35 40
EBR 100 175 60 60 60 45
WBL 250 280 50 40 50 40
WBR 100 200 75 75 60 65

4. Minnewawa Avenue/Shepherd Avenue NBL 230 230 180 155 170 145 Signal NBR 105 105 15 30 0 25
SBL 255 255 150 120 140 110
SBR 25 25 0 0 0 5
EBL 230 250 65 50 65 45
EBR 50 50 110 35 75 30
WBL 215 215 130 85 125 80
WBR 60 130 45 40 40 35

5. Clovis Avenue/Shepherd Avenue NBL 235 235 135 200 135 170 Signal NBR 50 50 45 60 45 50
2x SBL 250 250 20 15 20 15
SBR 50 270 10 0 10 0
2x EBL 240 240 35 35 35 30
EBR 50 50 75 20 75 30
2x WBL 245 245 135 100 135 85
WBR 175 175 0 0 0 0

6. Clovis Avenue/Teague Avenue NBL 200 225 195 140 200 140 Signal SBR 50 50 45 20 45 20
EBL 250 250 80 80 80 80

7. Clovis Avenue/Nees Avenue NBL 300 475 130 220 95 160 Signal NBR 95 95 0 0 0 5
SBL 260 260 130 90 95 75
SBR 105 105 0 0 0 0
EBL 230 230 70 55 50 45
WBL 55 60 125 90 95 75
WBR 60 60 115 20 100 20

8. Clovis Avenue/Alluvial Avenue NBL 230 420 180 195 175 195 Signal SBL 235 215 180 120 180 120
EBL 150 150 35 40 35 40
EBR 105 110 85 110 80 100
WBL 165 165 80 70 80 70
WBR 105 105 45 35 25 15

9. State Route 168 Westbound Ramps/Herndon Avenue SBL 235 235 45 45 45 45 Signal SBR3 280 445 490 190 480 190
EBR 365 365 45 40 45 40
Movement
Plus Project
Storage Length1
(ft/ln)
Table 10‐D ‐ Existing Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Existing
Plus Project 2 Plus Project with
Improvements2
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Intersection Movement AM PM AM PM
Plus Project
Storage Length1
(ft/ln)
Table 10‐D ‐ Existing Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Existing
Plus Project 2 Plus Project with
Improvements2
10 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 430 150 150 150 150 Signal NBR 430 430 180 390 180 390
11 . Clovis Avenue/Herndon Avenue 2x NBL 200 200 175 240 165 225 Signal 2x SBL 230 230 130 195 125 215
2x SBR 185 185 50 45 220 115
2x EBL 240 350 195 295 180 265
2x WBL 245 245 120 220 115 230
WBR 150 150 135 105 55 35
13 . Sunnyside Avenue/Shepherd Avenue NBL 250 0 0 70 120 Signal SBL 250 0 0 40 40
EBL 250 0 0 45 120
WBL 250 0 0 80 85
15 . Sunnyside Avenue/Nees Avenue EBL 50 70 0 0 10 20
Signal WBL 65 65 0 0 30 25
18 . Fowler Avenue/Shepherd Avenue NBL 150 285 215 175 210 170 Signal SBL 200 200 265 180 165 125
EBL 115 115 50 55 20 40
WBL 260 260 80 95 55 70
WBR 55 205 350 110 60 35
20 . Fowler Avenue/Nees Avenue NBL 200 220 150 205 150 205 Signal SBL 85 125 55 65 60 70
SBR 25 50 0 0 0 0
EBL 230 230 45 60 40 65
WBL 140 140 110 70 110 70
WBR 25 60 0 0 0 0
21 . Fowler Avenue/State Route 168 Westbound Ramps NBL 260 260 235 210 205 190 Signal WBR 380 380 0 0 0 0
22 . Fowler Avenue/State Route 168 Eastbound Ramps SBL 85 85 30 45 20 35 Signal EBL 535 535 70 125 105 300
23 . Sunnyside Avenue/Project Driveway 1 WBLTR ‐‐ 40 30 40 35 OWSC
24 . Sunnyside Avenue/Project Driveway 2 WBLTR ‐‐ 60 45 55 50 OWSC
25 . Project Driveway 3/Shepherd Avenue SBR ‐‐ 55 65 60 45 OWSC EBL 200 200 50 70 50 90
26 . Stanford Avenue‐Project Driveway 4/Perrin Road NBLTR ‐‐ 50 50 45 50 TWSC
P:\DNV2201\Traffic\March_2023\Intersection Queue.xlsx (4/28/2023) 1659 AGENDA ITEM NO. 6.

Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 3 Storage length based on signal coordinations mitigation with SR‐168 Ramps.

All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.

P:\DNV2201\Traffic\March_2023\Intersection Queue.xlsx (4/28/2023) 1660 AGENDA ITEM NO. 6.

Intersection AM PM AM PM

1. Willow Avenue/Behymer Avenue NBL 250 250 185 235 185 235 Signal NBR 105 105 0 0 0 0
SBL 250 250 90 100 90 100
SBR 200 200 15 0 15 0
EBL 235 235 115 35 115 35
WBL 90 210 50 85 50 85

2. Willow Avenue/Shepherd Avenue 2x NBL 250 260 140 195 140 190 Signal NBR 160 225 125 450 125 430
2x SBL 250 280 180 235 180 265
SBR 150 165 145 140 145 120
2x EBL 230 230 90 175 90 175
EBR 100 175 95 60 55 80
WBL 250 280 215 250 215 260
WBR 100 200 195 220 95 150

3. Minnewawa Avenue/Behymer Avenue NBL 250 0 0 20 35
Signal

4. Minnewawa Avenue/Shepherd Avenue NBL 230 230 275 280 270 315 Signal NBR 105 105 40 85 20 55
SBL 255 255 310 205 285 235
SBR 25 25 75 60 40 10
EBL 230 250 130 190 155 230
EBR 50 50 220 110 170 55
WBL 215 215 205 155 225 170
WBR 60 130 90 165 00

5. Clovis Avenue/Shepherd Avenue NBL 235 235 170 280 170 300 Signal NBR 50 50 65 125 65 80
2x SBL 250 250 105 90 105 85
SBR 50 270 165 100 50 50
2x EBL 240 240 90 130 90 115
EBR 50 50 85 95 85 70
2x WBL 245 245 150 120 150 105
WBR 175 175 55 85 55 60

6. Clovis Avenue/Teague Avenue NBL 200 225 200 140 200 140 Signal SBR 50 50 100 35 100 35
EBL 250 250 85 95 85 95

7. Clovis Avenue/Nees Avenue NBL 300 475 235 500 230 445 Signal NBR 95 95 0 0 0 5
SBL 260 260 130 90 95 75
SBR 105 105 5 0 20 0
EBL 230 230 90 105 65 90
WBL 55 60 125 90 95 70
WBR 60 60 110 5 100 20

8. Clovis Avenue/Alluvial Avenue NBL 230 420 175 195 175 195 Signal SBL 235 215 240 155 240 155
EBL 150 150 40 50 40 50
EBR 105 110 80 100 80 100
WBL 165 165 80 70 80 70
WBR 105 105 35 45 35 45
Plus Project with
Improvements2
Movement
Table 10‐E ‐ Near‐Term (2028) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Storage Length1
(ft/ln)
Near Term Year (2028)
Plus Project 2
P:\DNV2201\Traffic\March_2023\Intersection Queue.xlsx (4/28/2023) 1661 AGENDA ITEM NO. 6.

9. State Route 168 Westbound Ramps/Herndon Avenue SBL 235 235 45 50 35 55 Signal SBR 280 445 490 190 350 190
EBR 365 365 45 40 60 35
10 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 430 155 155 120 105 Signal NBR 430 430 275 670 250 430
11 . Clovis Avenue/Herndon Avenue 2x NBL 200 200 185 260 150 240 Signal 2x SBL 230 230 155 220 175 265
2x SBR 185 185 150 50 205 170
2x EBL 240 350 250 590 260 475
2x WBL 245 245 125 220 100 235
WBR 150 150 155 170 65 115
13 . Sunnyside Avenue/Shepherd Avenue NBL 250 0 0 160 255 Signal SBL 250 0 0 40 40
SBR 300
EBL 250 0 0 75 175
WBL 250 0 0 50 115
WBR 250 0 0
15 . Sunnyside Avenue/Nees Avenue EBL 50 70 0 0 15 30
Signal WBL 65 65 0 0 30 25
18 . Fowler Avenue/Shepherd Avenue NBL 150 285 290 425 295 335 Signal SBL 200 200 265 180 165 150
EBL 115 115 70 90 20 65
WBL 260 260 80 100 55 75
WBR 55 205 360 90 60 30
20 . Fowler Avenue/Nees Avenue NBL 200 220 150 205 150 205 Signal SBL 85 125 70 75 70 75
SBR 25 50 0 0 0 0
EBL 230 230 45 60 45 65
WBL 140 140 110 70 110 70
WBR 25 60 0 10 0 10
21 . Fowler Avenue/State Route 168 Westbound Ramps NBL 260 260 240 210 210 190 Signal WBR 380 380 0 0 0 0
22 . Fowler Avenue/State Route 168 Eastbound Ramps SBL 85 85 25 40 20 35 Signal EBL 535 535 75 145 110 325
00 23 . Sunnyside Avenue/Project Driveway 1 WBLTR ‐‐ 45 35 40 40 OWSC
24 . Sunnyside Avenue/Project Driveway 2 WBLTR ‐‐ 55 50 55 55 OWSC
25 . Project Driveway 3/Shepherd Avenue SBR ‐‐ 420 430 75 60 OWSC EBL 200 200 50 70 65 105
P:\DNV2201\Traffic\March_2023\Intersection Queue.xlsx (4/28/2023) 1662 AGENDA ITEM NO. 6.

Intersection AM PM AM PM
Plus Project with
Improvements2
Movement
Table 10‐E ‐ Near‐Term (2028) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Storage Length1
(ft/ln)
Near Term Year (2028)
Plus Project 2
26 . Stanford Avenue‐Project Driveway 4/Perrin Road NBLTR ‐‐ 50 45 45 45 TWSC
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.

P:\DNV2201\Traffic\March_2023\Intersection Queue.xlsx (4/28/2023) 1663 AGENDA ITEM NO. 6.

Intersection AM PM AM PM

1. Willow Avenue/Behymer Avenue NBL 250 250 240 245 240 245 Signal NBR 105 105 0 95 0 95
SBL 250 250 105 175 105 175
SBR 200 200 20 0 20 0
EBL 235 235 120 35 120 35
WBL 90 210 155 210 155 210

2. Willow Avenue/Shepherd Avenue 2x NBL 250 260 255 200 260 200 Signal NBR 160 225 180 500 125 465
2x SBL 250 280 185 250 185 280
SBR 150 165 165 150 165 135
2x EBL 230 230 95 185 90 185
EBR 100 175 160 320 120 335
WBL 250 280 230 270 200 190
WBR 100 200 205 235 90 180

3. Minnewawa Avenue/Behymer Avenue SBL 250 0 0 235 190
Signal EBL 200 0 0 10 10
WBL 200 0 0 45 20
WBR 200 0 0 65 40

4. Minnewawa Avenue/Shepherd Avenue NBL 230 230 335 530 390 520 Signal NBR 105 105 45 115 5 85
SBL 255 255 580 215 445 275
SBR 25 25 85 65 65 20
EBL 230 250 135 195 200 245
EBR 50 50 390 175 185 70
WBL 215 215 210 155 230 215

5. Clovis Avenue/Shepherd Avenue NBL 235 235 185 320 180 335 Signal NBR 50 50 50 400 80 255
2x SBL 250 250 115 95 110 90
SBR 50 270 220 105 75 55
2x EBL 240 240 90 135 90 115
EBR 50 50 180 115 180 80
2x WBL 245 245 305 185 205 165
WBR 175 175 110 90 95 30

6. Clovis Avenue/Teague Avenue NBL 200 225 225 160 225 150 Signal SBR 50 50 160 35 165 40
EBL 250 250 90 145 90 145

7. Clovis Avenue/Nees Avenue NBL 300 475 245 600 240 475 Signal NBR 95 95 0 0 0 5
SBL 260 260 195 180 165 180
SBR 105 105 70 0 65 0
EBL 230 230 130 165 95 170
WBL 55 60 130 105 95 90
WBR 60 60 170 355 145 270

8. Clovis Avenue/Alluvial Avenue NBL 230 420 445 405 415 405 Signal SBL 235 215 255 175 210 175
EBL 150 150 40 50 40 50
EBR 105 110 105 105 105 105
WBL 165 165 80 70 80 70
WBR 105 105 40 50 65 50
Plus Project with
Improvements2
Movement
Table 10‐F ‐ Cumulative (2046) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Storage Length1
(ft/ln)
Cumulative (2046)
Plus Project 2
P:\DNV2201\Traffic\March_2023\Intersection Queue.xlsx (4/28/2023) 1664 AGENDA ITEM NO. 6.

9. State Route 168 Westbound Ramps/Herndon Avenue SBL 235 235 50 50 40 55 Signal SBR 280 445 575 225 415 240
EBR 365 365 50 45 65 40
10 . State Route 168 Eastbound Ramps/Herndon Avenue NBL 430 430 155 240 125 155 Signal NBR 430 430 320 710 280 425
11 . Clovis Avenue/Herndon Avenue 2x NBL 200 200 260 445 225 350 Signal 2x SBL 230 230 160 225 140 270
2x SBR 185 185 225 60 335 215
2x EBL 240 350 290 620 295 485
2x WBL 245 245 150 225 135 230
WBR 150 150 165 200 85 125
13 . Sunnyside Avenue/Shepherd Avenue NBL 250 0 0 135 255 Signal SBL 250 0 0 135 95
SBR 300
EBL 250 0 0 110 230
WBL 250 0 0 90 95
WBR 250 15 90
15 . Sunnyside Avenue/Nees Avenue SBL 200 0 0 45 30
Signal EBL 50 70 0 0 20 70
WBL 65 65 0 0 40 50
17 . Fowler Avenue/Ticonderoga NBL 300 0 0 15 20
Signal EBL 100 0 0 20 15
18 . Fowler Avenue/Shepherd Avenue NBL 150 285 300 545 310 420 Signal SBL 200 200 565 230 365 230
EBL 115 115 100 105 75 80
WBL 260 260 130 130 105 95
WBR 55 205 400 265 80 100
19 . Fowler Avenue/Teague Avenue NBL 100 0 0 5 15
Signal SBL 260 0 0 35 10
20 . Fowler Avenue/Nees Avenue NBL 200 220 195 235 195 220 Signal SBL 85 125 135 95 125 85
SBR 25 50 35 20 45 35
EBL 230 230 45 110 45 110
WBL 140 140 135 95 135 95
WBR 25 60 0 55 0 55
21 . Fowler Avenue/State Route 168 Westbound Ramps NBL 260 260 250 215 220 200 Signal WBR 380 380 0 0 0 0
22 . Fowler Avenue/State Route 168 Eastbound Ramps SBL 85 85 25 45 25 40 Signal EBL 535 535 70 150 105 335
23 . Sunnyside Avenue/Project Driveway 1 WBLTR ‐‐ 55 245 50 45 OWSC
P:\DNV2201\Traffic\March_2023\Intersection Queue.xlsx (4/28/2023) 1665 AGENDA ITEM NO. 6.

Intersection AM PM AM PM
Plus Project with
Improvements2
Movement
Table 10‐F ‐ Cumulative (2046) Plus Project with Improvements Queuing Analysis Without Project
Storage Length1
(ft/ln)
Plus Project
Storage Length1
(ft/ln)
Cumulative (2046)
Plus Project 2
24 . Sunnyside Avenue/Project Driveway 2 WBLTR ‐‐ 100 465 540 65 OWSC
25 . Project Driveway 3/Shepherd Avenue SBR ‐‐ 460 410 55 80 Signal EBL 200 200 25 65 50 145
26 . Stanford Avenue‐Project Driveway 4/Perrin Road NBLTR ‐‐ 50 45 45 45 TWSC
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 All queues reported are 95th percentile queues. Queues for signalized intersections have been taken from Synchro and queues for stop controlled intersections have been taken from SimTraffic.

P:\DNV2201\Traffic\March_2023\Intersection Queue.xlsx (4/28/2023) 1666 AGENDA ITEM NO. 6.
11‐1

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

11.0 SITE DISTANCE ANALYSIS AND SAFE ROUTES TO SCHOOL ANALYSIS As discussed previously and shown on Figure 1‐2, access to the project will be provided by four driveways: two on Sunnyside Avenue, one on Perrin Road, and one on Shepherd Avenue. All driveways will operate as full‐access driveways.

11.1 SIGHT DISTANCE ANALYSIS
A sight distance analysis was conducted at the project driveways along Sunnyside Avenue, Shepherd Avenue, and Perrin Road. Sight distance is the length of the visible roadway a driver can see approaching vehicles before their line of sight is blocked by any object. For purposes of this analysis, only the stopping sight distance and corner sight distance have been evaluated.

According to the Caltrans Highway Design Manual (HDM) (dated July 2020), the stopping sight distance is the minimum sight distance along a roadway required to allow a driver to decrease their speed from the design speed to a complete stop. The corner sight distance is the minimum sight distance in which a driver at a stop‐controlled approach can see oncoming traffic on the major street to safely maneuver onto the roadway.

The stopping sight distance was evaluated on the roadways along the project frontage, Including Sunnyside Avenue, Shepherd Avenue, and Perrin Road. The posted speed limit on Shepherd Avenue along the project frontage is 40 miles per hour (mph). For purposes of this analysis, the posted speed limit has been considered as the design speed. There is no posted speed limit on Sunnyside Avenue or Perrin Road, but the north leg of the intersection of Sunnyside Avenue/Shepherd Avenue marks the end of the 45 mph speed zone. Therefore, for purposes of this analysis, the speed limits for both these roadways have been considered to be 40 mph. As stated in Table 201.1 of the HDM, the minimum stopping sight distance is 300 feet for a design speed of 40 mph. Therefore, the minimum stopping sight distance for all project driveways have been considered to be 300 feet.

As for corner sight distance, Section 405.1 of the HDM states that corner sight distance requirements are not applicable for urban driveways unless signalized. At signalized driveways, the minimum corner sight distance was based on design speed, time gap, and type of vehicle for the minor road vehicle to enter the major road. Based on these design speeds and the requirements established in the HDM, it was determined that minimum corner sight distances of the project driveways are as follows:
 Sunnyside Avenue/Project Driveway 1: 475 feet
 Sunnyside Avenue/Project Driveway 2: 500 feet
 Project Driveway 3/Shepherd Avenue: 385 feet
 Project Driveway 4 – Stanford Avenue/Perrin Road: 445 feet As illustrated on Figures 11‐1, 11‐2, 11‐3, and 11‐4, the proposed project driveways achieve the adequate sight distances and have clear sight triangles for the drivers. 1667
AGENDA ITEM NO. 6.
11‐2

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

11.2 SAFE ROUTES TO SCHOOL
The project will be under the jurisdiction of the Clovis Unified School District (CUSD). The CUSD provides transportation for students who live in excess of an established radius zone. The zones are a radius of 1.00 mile for grades Kindergarten through 6th and 2.50 miles for grades 7th through 12th.

Based on the current CUSD maps and school district boundaries, elementary school students residing in the project will be attending the Riverview Elementary School, located at the southeast corner of Chestnut Avenue and Behymer Avenue. The distance between the elementary school and the project is approximately 2.6 miles. As such, the project is not within the school’s walking radius area. As such, CUSD will provide transportation for the elementary school students. Additionally, some elementary school students from the project will be accessing the elementary school by cars.

Therefore, no safety improvements may be required for the elementary school students.

It should be noted that the project is within the vicinity of the proposed Heritage Grove Specific Plan project. Based on the project description of the Specific Plan, an elementary school is being proposed within Planning Area 9 of the Specific Plan. Though the completion date for this elementary school is still undetermined, elementary school students from the project are anticipated to attend this school once completed. This new school will be within close proximity of the project site. The Heritage Grove Specific Plan project will also be constructing sidewalks and bike lanes as part of internal circulation network to provide safe route for walking and biking to school.

As such, no further safety improvements may be required for the elementary school students upon construction of this elementary school.

The project is currently within the district boundaries of Granite Ridge Intermediate School, and Clovis North High School. Both these schools are located at the northwest corner of the intersection of Willow Avenue/International Avenue. The distance between these schools and the project is approximately 3.8 miles. As such, CUSD will provide transportation for the intermediate and high school student from the project. Because of the distance, it is not anticipated that students residing within the project will be walking/biking to the intermediate or high school.

As such, no further safety improvements will be required for accessing the elementary, intermediate or high school from the project site.

11.3 LIST OF CHAPTER 11.0 FIGURES
 Figure 11‐1: Sight Distance Analysis at Sunnyside Avenue/Project Driveway 1  Figure 11‐2: Sight Distance Analysis at Sunnyside Avenue/Project Driveway 2  Figure 11‐3: Sight Distance Analysis at Project Driveway 3/Shepherd Avenue  Figure 11‐4: Sight Distance Analysis at Project Driveway 4‐Stanford Avenue/Perrin Road 1668
AGENDA ITEM NO. 6.

FIGURE 11-1
Sight Distance Analysis at Sunnyside Avenue/Project Driveway 1 Transportation Impact Analysis
Shepherd North Project
P:\DNV2201\Traffic\Striping Plan\Template.dwg (2/13/2023) SOURCE: Google Earth 2022 = Sight Distance Triangle
LEGEND

NOT TO SCALE
FIGURE 11-2
Sight Distance Analysis at Sunnyside Avenue/Project Driveway 2 Transportation Impact Analysis
Shepherd North Project
P:\DNV2201\Traffic\Striping Plan\Template.dwg (2/13/2023) SOURCE: Google Earth 2022 = Sight Distance Triangle
LEGEND

NOT TO SCALE
FIGURE 11-3 Sight Distance Analysis at Project Driveway 3/Shepherd Avenue Transportation Impact Analysis Shepherd North Project P:\DNV2201\Traffic\March_2023\Striping Plan\Template.dwg (2/13/2023) SOURCE: Google Earth 2022
= Sight Distance Triangle LEGEND NOT TO SCALE 1671
AGENDA ITEM NO. 6.

FIGURE 11-4 Sight Distance Analysis at Project Driveway 4-Stanford Avenue/Perrin Road Transportation Impact Analysis Shepherd North Project P:\DNV2201\Traffic\Striping Plan\Template.dwg (2/13/2023) SOURCE: Google Earth 2022 NOT TO SCALE = Sight Distance Triangle LEGEND 1672 AGENDA ITEM NO. 6.
12‐1

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

12.0 CALTRANS FREEWAY QUEUING ANALYSIS
As recommended by the Caltrans staff during the scoping agreement process, a freeway queuing analysis has been conducted at all Caltrans facilities at which project traffic gets added. Since the project is estimated to add traffic at the Herndon Avenue and Fowler Avenue interchanges, a freeway queuing analysis was performed at the off‐ramps at these interchanges.

12.1 FREEWAY QUEUING ANALYSIS
A freeway queuing analysis was performed to examine safety impacts at the Herndon Avenue and Fowler Avenue interchange off‐ramps. The queuing analysis will review the speed differential between the off‐ramp queue and mainline traffic during the peak hours. If the speed differential exceeds the significance thresholds as outlined in the Safety Review Practitioners Guidance (30 mph), traffic safety improvements will need to be identified to offset operational deficiencies on traffic safety, if any.

Table 12‐A summarizes the off‐ramp speed differential between the SR‐168 mainline and the off‐ ramps at the Herndon Avenue and Fowler Avenue interchanges. The ramp and mainline speeds were calculated using the Highway Capacity Software (i.e., HCS 7). As summarized in Table 12‐A, the speed differential between the freeway mainlines and off‐ramps for both interchanges are less than 30 mph with the exception of the diverge segment at the SR‐168 westbound Herndon Avenue Off‐ Ramp. As such, no safety improvements may be necessary at all other locations.

The diverge segment at the SR‐168 westbound Herndon Avenue Off‐Ramp is forecast to operate at an unsatisfactory condition (LOS F) during p.m. peak hours under existing, near‐term (2026) and cumulative (2046) conditions. Therefore, HCS 7 results may be unreliable for that diverge segment.

However, since the segment is performing at LOS F, it could be estimated that the facility is being heavily congested, and a speed differential between the off‐ramp queue and mainline traffic would potentially be much lower than the Caltrans significance threshold of 30 mph. However, improvements would be required at this off‐ramp location to improve traffic operations in the freeway mainline. Since the project has no direct control of implementing improvements at a Caltrans facility, the deficiency at this location would remain significant and unavoidable.

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23) this report, this also helps eliminate the queuing issues at the ramp intersections along with additional storage length improvement proposed to the SR‐ 168 Westbound Ramps at Herndon Avenue.

Detailed HCS worksheets are included in Appendix H.

12.2 LIST OF CHAPTER 12.0 TABLES
 Table 12‐A: Caltrans Off‐Ramp Speed Differential
1674
AGENDA ITEM NO. 6.

Freeway
Speed
Ramp
Speed
Freeway
Speed
Ramp
Speed
Freeway
Speed
Ramp
Speed
Freeway
Speed
Ramp
Speed
(mi/hr) (mi/hr) (mi/hr) (mi/hr) (mi/hr) (mi/hr) (mi/hr) (mi/hr) Existing (2022)
1 . EB: Herndon Avenue Off‐Ramp 62.6 58.0 4.6 No 64.5 57.3 7.2 No 62.7 57.9 4.8 No 64.2 57.1 7.1 No 2 . EB: Fowler Avenue Off‐Ramp 65.0 59.5 5.5 No 65.7 58.2 7.5 No 64.9 59.5 5.4 No 65.5 58.1 7.4 No3 . WB: Fowler Avenue Off‐Ramp 60.6 60.6 0.0 No 60.5 60.5 0.0 No 60.6 60.6 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 4 . WB: Herndon Avenue Off‐Ramp 58.5 58.5 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 58.5 58.5 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ Near Term (2028)
1 . EB: Herndon Avenue Off‐Ramp 62.2 57.6 4.6 No 63.4 56.4 7.0 No 62.2 57.6 4.6 No 63.1 56.2 6.9 No 2 . EB: Fowler Avenue Off‐Ramp 65.2 59.5 5.7 No 65.5 58.1 7.4 No 65.1 59.5 5.6 No 65.3 57.9 7.4 No 3 . WB: Fowler Avenue Off‐Ramp 60.6 60.6 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 60.6 60.6 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 4 . WB: Herndon Avenue Off‐Ramp 58.5 58.5 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 58.5 58.5 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ Cumulative (2046)
1 . EB: Herndon Avenue Off‐Ramp 62.0 57.5 4.5 No 62.2 55.5 6.7 No 61.9 57.4 4.5 No 61.9 55.3 6.6 No 2 . EB: Fowler Avenue Off‐Ramp 64.7 59.3 5.4 No 65.3 57.9 7.4 No 64.6 59.3 5.3 No 65.1 57.8 7.3 No3 . WB: Fowler Avenue Off‐Ramp 60.6 60.6 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 60.6 60.6 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 4 . WB: Herndon Avenue Off‐Ramp 58.3 58.3 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ 58.3 58.3 0.0 No ‐‐ ‐‐ ‐‐ ‐‐ Notes:mi/hr : miles per hour
pc/mi/ln: passanger cars per mile per lane
‐‐ indicates deficient LOS due to high congestion.

Safety
Impact
Speed
Difference
(mi/hr)
Safety
Impact
Speed
Difference
(mi/hr)
Safety
Impact
Speed
Difference
(mi/hr)
Table 12‐A ‐ Caltrans Off‐Ramp Speed Differential
SR‐168
Without Project Plus Project
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Speed
Difference
(mi/hr)
Safety
Impact
P:\DNV2201\Traffic\x_freeway_HCS.xlsx\Safety Impact (2/26/2023) 1675 AGENDA ITEM NO. 6.
13‐1

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

13.0 SUMMARY AND CONCLUSIONS
The proposed project will consist of 605 single‐family homes on approximately 77 acres of the site.

The remaining 78 acres of the site will be used for roads, utilities, greenspace, landscaping, and pedestrian paths. It is anticipated that the project buildout will occur in year 2028. Access to the project will be provided by four full‐access driveways: two on Sunnyside Avenue, one on Perrin Road, and one on Shepherd Avenue.

13.1 VEHICLE MILES TRAVELED ANALYSIS SUMMARY
The project VMT per capita is 20.7 percent higher than the City’s VMT per capita threshold.

Therefore, based on the TIA Guidelines, the project will have a significant VMT impact. The project will implement applicable mitigation measures in consultation with the City staff. . It is estimated that the project could achieve approximately 1.18 percent VMT reduction from various mitigation measures.

13.2 EXISTING CONDITIONS SUMMARY
All study intersections and roadway segments operate at a satisfactory LOS under existing without and with project conditions with the exception of 5 intersections.

13.3 NEAR‐TERM (2028) CONDITIONS SUMMARY
All intersections and roadway segments are forecast to operate at a satisfactory LOS under near‐ term (2028) plus project conditions with the exception of 10 intersections and 3 roadway segments.

13.4 CUMULATIVE (2046) CONDITIONS SUMMARY
All intersections and roadway segments are forecast to operate at a satisfactory LOS under cumulative (2046) plus project conditions with the exception of 14 intersections and 7 roadway segments.

13.5 IMPROVEMENTS SUMMARY
Based on the improvements discussed in Section 9.1, Recommended Improvements, of this report, all intersections and all but one roadway segment are estimated to operate satisfactorily. Some of the recommended circulation improvements are covered by the Fresno COG FTIP and the City’s Community Investment Program. For the remaining improvements, some improvements along the project frontage will be direct project responsibility. The project will pay fair share percentages for the remaining improvements.

13.6 QUEUEING ANALYSIS SUMMARY
The recommended storage lengths have been proposed at intersections based on the availability of right‐of‐way and 95th percentile back‐of‐queue lengths at the study intersections. Additionally, a signal timing coordination and optimization has been proposed at the SR‐168 Ramps and the adjacent intersection to alleviate LOS and queuing issues at this location. 1676
AGENDA ITEM NO. 6.
13‐2

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

13.7 SIGHT DISTANCE ANALYSIS SUMMARY
A sight distance analysis was conducted at the project driveways. Based on the sight distance analysis, the proposed project driveways achieve adequate sight distances and have clear sight triangles for the drivers.

13.8 SAFE ROUTES TO SCHOOL ANALYSIS SUMMARY
The project is approximately 2.0 miles from the elementary school and it is estimated that CUSD will provide for student transportation for elementary school students. The project is within the boundary of Granite Ridge Intermediate School and Clovis North High School. The CUSD is estimated to arrange for transport to the intermediate and high school due to the distance.

13.9 FREEWAY QUEUING ANALYSIS SUMMARY
The speed differential between the off‐ramp and the mainline is less than 30 mph for all scenarios except for the diverge segment for the off‐ramp at the Herndon Avenue Interchange Since the project has no direct control of implementing improvements at a Caltrans facility, the deficiency at this location would remain significant and unavoidable. 1677
AGENDA ITEM NO. 6.

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

APPENDIX A

SCOPING AGREEMENT
1678
AGENDA ITEM NO. 6.
7/26/22 (P:\DNV2201\Traffic\Scoping\Shepherd North Project TIA Scoping Agreement.docx)

CARLSBAD
CLOVIS
IRVINE

LOS ANGELES

PALM SPRINGS

POINT RICHMOND

RIVERSIDE

ROSEVILLE

SAN LUIS OBISPO
1500 Iowa Avenue, Suite 200, Riverside, California 92507 951.781.9310 www.lsa.net July 26, 2022
Mr. Sean K. Smith
Supervising Civil Engineer
Engineering Division, City of Clovis
1033 Fifth Street
Clovis, California 93612
Subject: Scope of Work for the Shepherd North Project Transportation Impact Analysis (LSA Project No. DNV2201)
Dear Sean:

LSA will be preparing a Transportation Impact Analysis (TIA) for the Shepherd North Project (project) in the City of Clovis (City) in Fresno County (County). The 155‐acre project site is located at the northeast corner of intersection of Sunnyside Avenue and Shepherd Avenue. The project site is currently vacant. Figure 1 (all figures, tables, and appendices attached) illustrates the regional and project location.

The project will be a residential development including 605 single‐family homes of approximately 77‐acre of the site. It should be noted that remaining 78‐acre of the site will be used for roads, utilities, greenspace, landscaping, and pedestrian paths. Figure 2 illustrates the tentative subdivision map for the project. Access to the project site will be provided via four driveways – two on Sunnyside Avenue, one on Perrin Road, and one on Shepherd Avenue. For purposes of this analysis, all driveways have been considered as full‐access driveways.

LSA anticipates that the following scope of work will be required to prepare the TIA for the proposed project.

SCOPE OF WORK

LEVEL OF SERVICE ANALYSIS
Study Area Intersections
While Level of Service (LOS) analysis is no longer a determinant of California Environmental Quality Act (CEQA) impacts, consistency with the City’s General Plan goals and policies is still required.

Therefore, a Local Transportation Analysis (LTA) will be prepared to satisfy the requirements established by the City of Clovis Interim Transportation Impact Analysis Guidelines (TIA Guidelines), dated July 14, 2020, and requirements established by the California Department of Transportation (Caltrans). As such, traffic operations at all study intersections will be analyzed during the weekday a.m. and p.m. peak hours. The a.m. peak hour is defined as the one hour period of the highest traffic volume occurring between 7:00 and 9:00 a.m. while the p.m. peak hour is defined as the one hour period of the highest traffic volume occurring between 4:00 and 6:00 p.m. Intersection LOS will be 1679
AGENDA ITEM NO. 6.
7/26/2022 (P:\DNV2201\Traffic\Scoping\Shepherd North Project TIA Scoping Agreement.docx) 2 calculated using the Highway Capacity Manual 6th Edition (HCM 6) analysis methodologies and by using the Synchro 11 software.

As per the City’s TIA guidelines, the extent of the study area should include the following:
 Pedestrian, bicycle, and transit facilities within a half‐mile distance from the project site boundary;
 All intersections of major streets that would provide direct access to the project;  All signalized intersections within one‐half mile of the project site boundary where the project would add 50 or more peak hour trips, and signalized intersections beyond one‐ half mile where the project would add 100 or more peak hour trips; and  All unsignalized intersections within a half‐mile of the project site boundary where the project would add more than 50 peak hour trips.

As such, the TIA will examine the following intersections:

1. Willow Avenue/Behymer Avenue (City of Clovis/City of Fresno);

2. Willow Avenue/Shepherd Avenue (City of Clovis/City of Fresno);

3. Minnewawa Avenue/Behymer Avenue (City of Clovis);

4. Minnewawa Avenue/Shepherd Avenue (City of Clovis);

5. Clovis Avenue/Shepherd Avenue (City of Clovis);

6. Clovis Avenue/Teague Avenue (City of Clovis);

7. Clovis Avenue/Nees Avenue (City of Clovis);

8. Clovis Avenue/Alluvial Avenue (City of Clovis);

9. State Route 168 (SR‐168) Westbound Ramps/Herndon Avenue (Caltrans);

10. SR‐168 Eastbound Ramps/Herndon Avenue (Caltrans);

11. Clovis Avenue/Herndon Avenue (City of Clovis);

12. Sunnyside Avenue/Behymer Avenue (City of Clovis);

13. Sunnyside Avenue/Shepherd Avenue (City of Clovis);

14. Sunnyside Avenue/Teague Avenue (City of Clovis);

15. Sunnyside Avenue/Nees Avenue (City of Clovis);

16. Fowler Avenue/Behymer Avenue (City of Clovis);

17. Fowler Avenue/Ticonderoga (City of Clovis);

18. Fowler Avenue/Shepherd Avenue (City of Clovis);

19. Fowler Avenue/Teague Avenue (City of Clovis);
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20. Fowler Avenue/Nees Avenue (City of Clovis);

21. Fowler Avenue/SR‐168 Westbound Ramps (Caltrans);

22. Fowler Avenue/SR‐168 Eastbound Ramps (Caltrans);

23. Sunnyside Avenue/Project Driveway 1 (City of Clovis);

24. Sunnyside Avenue/Project Driveway 2 (City of Clovis);

25. Project Driveway 3/Shepherd Avenue (City of Clovis); and

26. Project Driveway 4‐Stanford Avenue/Perrin Road (City of Clovis).

Figure 3 illustrates the study area intersections.

Roadway Segments
In addition to the study area intersections, the TIA will examine traffic operations at the following roadway segments:

1. Behymer Avenue, between Willow Avenue and Minnewawa Avenue (City of Clovis);

2. Behymer Avenue, between Minnewawa Avenue and Sunnyside Avenue (City of Clovis);

3. Behymer Avenue, between Sunnyside Avenue and Fowler Avenue (City of Clovis);

4. Shepherd Avenue, between Willow Avenue and Minnewawa Avenue (City of Clovis);

5. Shepherd Avenue, between Minnewawa Avenue and Clovis Avenue (City of Clovis);

6. Shepherd Avenue, between Clovis Avenue and Sunnyside Avenue (City of Clovis);

7. Shepherd Avenue, between Sunnyside Avenue and Project Driveway 3 (City of Clovis);

8. Shepherd Avenue, between Project Driveway 3 and Fowler Avenue (City of Clovis);

9. Herndon Avenue, between State Route 168 Eastbound Ramps and Clovis Avenue (City of Clovis);

10. Willow Avenue, between Behymer Avenue and Shepherd Avenue (City of Clovis/City of Fresno);

11. Minnewawa Avenue, between Behymer Avenue and Shepherd Avenue (City of Clovis);

12. Clovis Avenue, between Shepherd Avenue and Teague Avenue (City of Clovis);

13. Clovis Avenue, between Teague Avenue and Nees Avenue (City of Clovis);

14. Clovis Avenue, between Nees Avenue and Alluvial Avenue (City of Clovis);

15. Clovis Avenue, between Alluvial Avenue and Herndon Avenue (City of Clovis);

16. Sunnyside Avenue, between Project Driveway 1 and Shepherd Avenue (City of Clovis);

17. Sunnyside Avenue, between Shepherd Avenue and Teague Avenue (City of Clovis); 1681
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18. Sunnyside Avenue, between Teague Avenue and Nees Avenue (City of Clovis);

19. Fowler Avenue, between Behymer Avenue and Ticonderoga (City of Clovis);

20. Fowler Avenue, between Ticonderoga and Shepherd Avenue (City of Clovis);

21. Fowler Avenue, between Shepherd Avenue and Teague Avenue (City of Clovis);

22. Fowler Avenue, between Teague Avenue and Nees Avenue (City of Clovis); and

23. Fowler Avenue, between Nees Avenue and State Route 168 Westbound Ramps (City of Clovis).

As recommended in the City’s TIA guidelines, daily traffic operations at roadway segments will be analyzed based on the peak hour level of service volume thresholds obtained from Chapter 5.16, Transportation and Traffic, of the City’s General Plan and Development Code Update Draft Program Environmental Impact Report, dated June 2014.

Project Trip Generation, Trip Distribution, and Trip Assignment The trip generation for the proposed project was developed using rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition) for Land Uses 210 ‐ “Single‐ Family Detached Housing.” The project trip generation is summarized in Table A. The project is anticipated to generate 5,705 total daily trips, with 424 trips occurring during the a.m. peak hour and 569 trips occurring during the p.m. peak hour.

The project trip distribution patterns were derived from the select zone model runs obtained from the Fresno Council of Governments’ (COG’s) Activity‐Based Model (ABM). The select zone model plot is included in Appendix A. Figure 4 illustrates the project trip distribution. The project trip assignment at the study intersections is the product of the project trip generation and the corresponding trip distribution percentages. Figure 5 illustrates the project trip assignment at the suggested study area of intersections.

Analysis Scenarios
The TIA will be prepared based on consultation with City staff and Caltrans to meet the requirements of both the City and Caltrans. The TIA will examine traffic operations at the study area intersections and roadway segments under the following scenarios:
 Existing Conditions;
 Existing Plus Project Conditions;
 Near‐Term Plus Project Conditions;
 Cumulative Year without Project Conditions; and
 Cumulative Year Plus Project Conditions.
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7/26/2022 (P:\DNV2201\Traffic\Scoping\Shepherd North Project TIA Scoping Agreement.docx) 5 Volume Development and Analysis Methodology
Traffic volumes for existing conditions are typically developed using existing count data collected at study area intersections and roadway segments. Despite the ongoing COVID‐19 pandemic, LSA anticipates that at present, traffic is operating near or at pre‐pandemic levels, and therefore, adjustments to traffic counts will not be required. However, in case City staff requires adjustments to existing traffic counts, appropriate adjustments will be made by obtaining historical counts at study area intersections and segments.

Traffic volumes under near‐term plus project conditions will be developed by adding traffic volumes from approved and pending projects located near the study area and project traffic to existing traffic volumes. LSA will contact City staff and adjacent jurisdictions for a list of cumulative projects.

Traffic volumes for cumulative year without project conditions will be developed by using forecast volumes obtained from the Fresno COG ABM. The methodology to develop cumulative year without project traffic volumes at study area intersections and roadway segments will be consistent with the COG’s procedures for post‐processing of modeled traffic volumes. The resulting intersection and roadway segment LOS will be calculated using the previously discussed methodologies.

Existing and cumulative year plus project traffic volumes will be developed by adding project traffic to the traffic volumes for the corresponding without project scenarios.

Intersection Queuing Analysis
An intersection queuing analysis will be performed at all study intersections. The queuing analysis will be performed using Synchro for signalized intersections and using SimTraffic for unsignalized intersections.

Caltrans Ramp Queuing Analysis
As requested by Caltrans staff, a ramp queuing analysis will be performed at the SR‐168/Herndon Avenue and SR‐168/Fowler Avenue interchanges to identify potential traffic safety impacts. The evaluation of safety impacts will include a review for speed differential between the exit ramps queue and the mainline of SR‐168 during the same peak hour study period. The analysis will be performed as per the Caltrans Interim Land Development and Intergovernmental Review (LDIGR) Safety Review Practitioners Guidance, dated July 2020.

Site Access and Circulation Analysis
A site access and circulation analysis will be conducted as per the criteria stated in the City’s TIA guidelines. The following issues will be evaluated as part of this analysis:
 Anticipated queues and minimum required throat depth (MRTD) at all project access locations;
 A sight distance analysis at the project driveways including recommended improvements in cases of unsafe traffic conditions; and
 Safety of potential pedestrian paths of travels from the project site to schools, commercial areas, and nearby bus stops.
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7/26/2022 (P:\DNV2201\Traffic\Scoping\Shepherd North Project TIA Scoping Agreement.docx) 6 Analysis of Traffic Operations and Recommended Circulation Improvements Levels of service without the project will be compared with levels of service plus the project for all analysis scenarios to determine operational deficiencies based on the LOS standards and operational deficiency criteria as applicable for the City and Caltrans. Furthermore, necessary improvements will be recommended to offset any operational deficiencies. Improvements may include addition of intersection turn lanes, segment lane additions, signalization, etc. The LOS with the proposed improvements will be calculated and summarized, along with a comparison of the LOS without improvements.

Signal Warrant Analysis (if Required)
A signal warrant analysis would be conducted at unsignalized intersections if a signal is recommended as an improvement. Peak hour approach volumes for study intersections will be examined to determine whether signalization may be warranted per the criteria defined in the California supplement of the Manual on Uniform Traffic Control Devices (CA‐MUTCD).

Fair‐Share Contributions (if Required)
A fair share percentage will be calculated for study area intersection and roadway segment improvements recommended in the TIA that are not included in the Measure C program, the City’s Development Fee program or any other funding program. The percentage of fair share for the project will be calculated at each location using the total trips generated by the project divided by the total “new” traffic, which is the net increase in traffic volumes from existing to cumulative year conditions.

PROJECT VEHICLE MILES TRAVELED ANALYSIS
The TIA will include a Vehicle Miles Traveled (VMT) analysis to meet CEQA requirements. The project VMT analysis will be prepared consistent with the City’s TIA Guidelines. As per the City’s TIA Guidelines, the project cannot be considered as a small project given that the project exceeds 53 dwelling units. Therefore, a full VMT analysis will be required for the project. For purposes of this analysis, the project‐generated VMT per capita will be obtained from the Fresno COG ABM. As per the City’s TIA Guidelines, a significant project‐generated VMT impact would occur if the project’s VMT per capita exceeds a level of 13 percent below the existing County average VMT per capita provided in the guidelines. In case of a significant VMT impact, appropriate mitigation measures will be recommended based on discussion with City staff.

Should you have any questions, please do not hesitate to contact me at (951) 781‐9310 or email me at [email protected].
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7/26/2022 (P:\DNV2201\Traffic\Scoping\Shepherd North Project TIA Scoping Agreement.docx) 7 Sincerely,
LSA ASSOCIATES, INC.

Ambarish Mukherjee, AICP, PE
Principal

ATTACHMENTS
Table A: Project Trip Generation
Figure 1: Regional and Project Location
Figure 2: Tentative Subdivision Map
Figure 3: Study Area Intersections
Figure 4: Project Trip Distribution
Figure 5: Project Trip Assignment
Appendix A: Fresno COG ABM Select Zone Model Plots
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TABLES
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Land Use In Out Total In Out Total
Single‐Family Detached Housing 605 DU
Trips/Unit1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 109 315 424 357 212 569 5,705
Notes:

DU = Dwelling Units
1 Table A ‐ Project Trip Generation
A.M. Peak Hour P.M. Peak Hour Daily Units
Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing", Setting/Location ‐ "General Urban/Suburban."
P:\DNV2201\Traffic\Trip Gen.xlsx\Trip Gen (5/6/2022)
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FIGURES
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SHEPHERD AVENUESUNNYSIDE AVENUE
SOURCE: Google Earth (2018)
I:\DNV2201\GIS\Reports\fig1_Reg_Loc.mxd (6/24/2022)
FIGURE 1
Shepherd North Project
Transportation Impact Analysis
Regional and Project Location
Madera
County
Fresno
County
Ã145
Ã180
Ã168
Ã41
Ã99
Project
Location
Project Vicinity
Project Location
0 1000 2000
FEET
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AGENDA ITEM NO. 6.

SOURCE: Harbour & Associates, March 2022.

N
FEET
I:\DNV2201\GIS\Reports\fig2_Siteplan.ai (04/26/2022)
0 305 610
FIGURE 2
Tena�ve Subdivision Map
North Shepherd Project
Transportation Impact Analysis
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AGENDA ITEM NO. 6.
! !
! !
!
!
!
!
!
! !
!
!
!
!
! ! ! !
!
! !
! !
!
!

NEES AVENUE

MINNEWAWA AVENUE

ALLUVIAL AVENUE

HERNDON AVENUE
CLOVIS
A
VENUE

BEHYMER AVENUE

WILLOW AVENUE
ÄÆ168

TEAGUE AVENUE

SUNNYSIDE AVENUE

FOWLER AVENUE

TICONDEROGA

STANFORD AVENUE

SHEPHERD AVENUE
3 1
8 7
6 5
9 4 2
22 21
15 20
14 19
17 12 16
26 25
24 23
13 18
10 11
SOURCE: ESRI Streetmap (2013)
I:\DNV2201\GIS\Reports\fig3_Study_Int.mxd (6/24/2022)
FIGURE 3
Shepherd North Project
Transportation Impact Analysis
Study Area Intersections
LEGEND
Project Site
! Study Intersection
0 1000 2000
FEET
Project Driveway
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[ (10%)
(12%) (25%) (38%)
Q[ (1%) QT (2%) (1%) T (13%) T (25%) Z
12% Y 1% 25% Y 38% Y 2% S
12 3 4 5 6
[ (17%)
(1%) (1%) (2%) (19%) Z Q[ 1% (1%)
1% 1% 2% 2% Y 19% S 1%
78 910 11 12
[ 7% (42%)
Z QT (10%) 7%
21% SY 1% \R (7%) R
42% (15%) \
13 14 15 16 17 18
Q [ 1% Z T (6%) T (17%)
10% S Y Y
19 20 21 22 23 24
[ 15%
ZQ 7% T 1%
52% S 9% \RY
(7%)
25 26
FIGURE 4
XX% (YY%)Inbound (Outbound) Distribution Shepherd North Project Project Driveway Transportation Impact Analysis
Project Trip Distribution
Willow Avenue/Behymer AvenueClovis Avenue/Nees Avenue Sunnyside Avenue/Shepherd Avenue Sunnyside Avenue/Behymer Avenue
17%
3%
Stanford Avenue-Project Driveway 4/Perrin Road Project Driveway 3/Shepherd Avenue State Route 168 Eastbound Ramps/Herndon Avenue
Clovis Avenue/Teague Avenue
23%
(2%)
(23%)
Clovis Avenue/Shepherd Avenue
25%
Minnewawa Avenue/Shepherd Avenue
13%
Minnewawa Avenue/Behymer Avenue
(10%)
Willow Avenue/Shepherd Avenue
2%
10% (23%)
(19%)
(3%)
(1%)
10%
1%
(9%)
(1%)
Fowler Avenue/Teague Avenue
14%
Fowler Avenue/Nees Avenue Fowler Avenue/State Route 168 Westbound Ramps (23%)
23%
14%
15%
(15%)
23% 4% Clovis Avenue/Herndon Avenue State Route 168 Westbound Ramps/Herndon Avenue (4%)
(1%)
(9%)
(1%)
Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Sunnyside Avenue/Nees Avenue Fowler Avenue/Ticonderoga Sunnyside Avenue/Project Driveway 1
9%
6%
Sunnyside Avenue/Project Driveway 2
15%
17%
Fowler Avenue/State Route 168 Eastbound Ramps
14%
(14%)
14%
4%
(52%)
(15%)
(14%)
1%
(14%)
(1%)
(10%)
(4%)
(15%)
10%
(21%)
(4%)
(7%)
Fowler Avenue/Shepherd Avenue
15%
P:\DNV2201\Traffic\z45_Dist.xlsx 7/26/2022
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[ 32 / 21
38 / 25 79 / 53 120 / 81
Q[ 3 / 2 QT 6 / 4 3 / 2 T 41 / 28 T 79 / 53 Z
13 / 43 Y 1 / 4 27 / 89 Y 41 / 136 Y 2 / 7 S
12 3 4 5 6
[ 54 / 36
3 / 2 3 / 2 6 / 4 60 / 40 Z Q[ 1 / 4 3 / 2 1 / 4 1 / 4 2 / 7 2 / 7 Y 21 / 68 S 1 / 4
78 910 11 12
[ 8 / 25 132 / 89
Z QT 32 / 21 8 / 25
23 / 75 SY 1 / 4 \R 22 / 15 R
46 / 150 47 / 32 \
13 14 15 16 17 18
Q [ 1 / 4 Z T 19 / 13 T 54 / 36
11 / 36 S Y Y
19 20 21 22 23 24
[ 16 / 54
ZQ 8 / 25 T 1 / 4
57 / 186 S 10 / 32 \RY
22 / 15
25 26
FIGURE 5
XXX / YYYAM / PM Peak Hour Traffic Volumes Shepherd North Project Project Driveway Transportation Impact Analysis
Project Trip Assignment
Stanford Avenue-Project Driveway 4/Perrin Road
10 / 32
7 / 21
15 / 50
Sunnyside Avenue/Project Driveway 2
28 / 19
3 / 2
Project Driveway 3/Shepherd Avenue
Sunnyside Avenue/Project Driveway 1
13 / 8
3 / 11
9 / 6
3 / 2
Clovis Avenue/Teague Avenue
25 / 82
6 / 4
72 / 49
Clovis Avenue/Shepherd Avenue
27 / 89
Minnewawa Avenue/Shepherd Avenue
14 / 46
Minnewawa Avenue/Behymer Avenue
32 / 21
Willow Avenue/Shepherd Avenue
2 / 7
11 / 36 72 / 49 Willow Avenue/Behymer Avenue
Fowler Avenue/Teague Avenue Fowler Avenue/Nees Avenue
47 / 32
11 / 36
1 / 4 72 / 49
25 / 82
60 / 40
25 / 82
19 / 61
Fowler Avenue/State Route 168 Eastbound Ramps
15 / 50
4 / 14
Fowler Avenue/State Route 168 Westbound Ramps
11 / 36
66 / 45
13 / 8
22 / 15
Fowler Avenue/Shepherd Avenue
16 / 54
28 / 19
19 / 61
13 / 8
15 / 50
Clovis Avenue/Nees Avenue
47 / 32
16 / 54
44 / 30
164 / 110
Sunnyside Avenue/Shepherd Avenue
Clovis Avenue/Alluvial Avenue Sunnyside Avenue/Behymer Avenue 47 / 32
15 / 50
3 / 2
Sunnyside Avenue/Teague Avenue Fowler Avenue/Behymer Avenue Fowler Avenue/Ticonderoga 32 / 21
Sunnyside Avenue/Nees Avenue
3 / 2
4 / 14
State Route 168 Westbound Ramps/Herndon Avenue
State Route 168 Eastbound Ramps/Herndon Avenue Clovis Avenue/Herndon Avenue 44 / 30
44 / 30
1 / 4
16 / 54
3 / 2
P:\DNV2201\Traffic\z45_Assign.xlsx 7/26/2022
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APPENDIX A

FRESNO COG ABM SELECT ZONE MODEL PLOTS
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Fresno COG 2035 Travel Model - PM peak hour Select Zone Distribution (North Shepherd) (Licensed to LSA Associates, Inc.)
0 0
1 0
0 1
1 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0
1 0
0 0
1 0
1 0
0 0
3 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
2 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 53
47 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4 Behymer
0 Behymer
0 Behymer
0 Behymer
0 0
Chestnut
0 Chestnut
0 Chestnut
0 Chestnut
0 Minnewawa
0 4
0 Nees
0 Nees
0 Minn
0 ewawa
Alluvia
0 l
Locan
0 Shepherd
4 0
Temperance
3 Armstrong
0 Armstrong
0 Fowler
7 Sun
33 nyside
Sunnyside
33 Fowler
10 SR 168
7 Herndon/168
11 Herndon
3 Herndon
0 0
SR 168
0 0
SR 16
5 8
Hern
0 don/168
SR 168
7 Herndon
0 3
0 0
Fowler
3 0
Fowler
3 SR 168
0 Fowler/168
7 SR 168
0 0
Fowler
10 SR 168
0 Fowler/168
0 SR 168
5 Fow el r
7 Fowler
7 Fowler
7 10
Fowler
7 Temperance
3 Temp/168
0 0
SR 168
0 Temp/168
SR
0 168
0 0
Temperance
3 0
0 Temperance
2 Teague
2 Teague
2 Chestnut
0 Behymer
0 0
Chestnut
0 Chestnut
0 Map el
0 0
Teague
3 Teague
3 Peach
1 Peach
1 Peach
0 Peach
0 0
Internation
0 Internation
0 Cedar
0 2
Teague
2 Temperance
3 on
Cedar
0 Cedar
0 0
Cedar
0 Cedar
0 0
Cedar
1 Cedar
1 Cedar
1 Ceda
0 r
Cedar
0 0
0 Cedar
0 Cedar
0 2
Cedar
0 0
Herndon
2 Herndon
1 Cedar
0 Herndon
2 Maple
0 0
Maple
0 Map el
0 Maple
0 Map el
0 Maple
0 Maple
0 0
Herndon
2 Maple
0 Herndon
1 0
Chestnu
0 t
Chestnut
0 Chestnut
0 0
Willow
0 Chestnut
0 Chestnut
0 Chestnut
0 Chestnut
0 0
0 Chestnut
0 0
0 Herndon
2 Chestnut
0 Chestnut
0 0
Willow
0 Willow
0 2
Wil ol w
0 1
Herndon
2 Wil ol w
1 1
Willow
1 Peach
0 Peach
0 Peach
0 0
Herndon
2 Peach
0 Herndon
0 Peach
0 Fir
0 Peach
0 Peach
0 1
Peach
1 Fir
0 Herndon
2 Villa
2 Vil al
2 Villa
2 Vil al
2 2
Villa
2 Vil al
2 Vil al
2 Fir
0 4
Herndon
0 Vil al
5 Villa
5 Vil/Minnew
5 Herndon
0 Minnewawa
4 5
Herndon
0 Alluvial
1 Teague
0 0
1 Cedar
0 Alluvial
0 Cedar
1 Cedar
1 Cedar
1 0
Cedar
1 Cedar
1 1
Cedar
1 Nees
2 Nees
2 Alluvial
0 Alluvial
0 0
Alluvial
0 0
Alluvial
0 0
Alluvial
0 0
2 Nees
2 Cedar
1 0
Cedar
1 0
Cedar
1 Cedar
1 Cedar
1 Cedar
1 0
Cedar
0 Teague
1 0
Cedar
0 Cedar
0 Cedar
0 Teague
1 Teague
1 Teague
1 Teague
1 Teague
1 Shepherd
4 0
Champlain
0 Perrin
0 Cedar
0 Cedar
0 Cedar
0 4
0 Shepherd
4 Shepherd
4 Shepherd
3 Shepherd
4 0
Perrin
0 Cedar
0 Perrin
0 Cedar
0 Cedar
0 Cedar
0 Perrin
0 Perrin
0 Cedar
0 0
Behymer
0 Behymer
0 Perrin
0 Perrin
0 Perrin
0 Behymer
0 Internation
0 Internation
0 Internation
0 Friant
0 0
0 Maple
0 Map
0 le
Alluvial
0 Maple
0 Map el
0 Maple
0 0
Maple
0 Alluvial
0 Alluvial
0 0
Alluvial
0 Alluvial
0 0
Maple
0 0
Maple
0 0
Maple
0 0
Nees
2 Maple
0 Nees
0 Nees
2 0
Nees
2 Nees
1 Alluvial
0 0
Chestnut
0 Alluvial
0 0
Chestnut
0 Nees
2 0
0 Chestnut
0 Chestnut
0 2
0 Nees
2 Chestnut
0 Map el
0 0
Maple
0 Maple
0 Maple
0 Map el
0 Maple
0 Maple
0 Teague
1 Maple
0 Maple
0 Maple
0 Maple
0 Teague
1 Teague
1 Teague
1 Teague
1 0
Chestnut
0 Chestnut
0 Chestnut
0 Teague
1 Teague
1 2
Chestnut
0 Teague
2 Alluvial
0 Alluvial
0 Nees
2 0
Nees
1 Alluvial
0 0
Wil ol w
1 1
Teague
2 Teague
2 Teague
2 2
Willow
0 Teague
2 Maple
0 0
Maple
0 0
Shepherd
5 Map el
0 Map el
0 Shepherd
3 Shepherd
5 0
Shepherd
5 Maple
0 Map el
0 Map el
0 Maple
0 Maple
0 Map el
0 Shepherd
5 0
Shepherd
5 1
Chestnut
0 Chestnut
1 0
Chestnut
0 Chestnut
0 Chestnut
0 Chestnut
0 Map el
0 Perrin
0 Maple
0 Maple
0 Maple/Chest
0 Maple/Chest
0 Perrin
0 Perrin
0 Perrin
0 Maple
0 0
0 Maple
0 Maple
0 Behymer
0 Behymer
0 Behymer
0 0
Chestnut
0 Chestnut
0 Perrin
0 Chestnut
0 Chestnut
0 0
Perrin
0 Perrin
0 Perrin
0 Chestnut
0 Shepherd
6 4
Shepherd
11 Willow
2 Willow
1 Shepherd
14 11
Perrin
0 Perrin
0 Perrin
0 Behymer
0 Willow
0 Behymer
0 Willow
1 Alluvial
0 Alluvial
0 Alluvial
1 Alluvial
1 0
Nees
2 Nees
2 0
Nees
2 Nees
2 Peach
1 Peach
1 Peach
1 Alluvial
0 Peach
1 Peach
2 Peach
1 Peach
2 Peach
2 1
Nees
3 Peach
2 Peach
0 Nees
2 Peach
0 Peach
0 Peach
0 Teague
2 Peach
0 Alluvial
0 Alluvial
0 0
Minnewawa
4 1
Alluvial
0 Alluvial
2 3 3
Alluvial
2 2
Minnewawa
3 7
Minnewawa
7 3
Minnewawa
5 Teague
4 Perrin
0 Perrin
0 Peach
0 Behymer
2 Behymer
2 Shepherd
16 0
Perrin
0 Minnewawa
0 Minnewawa
0 Perrin
0 Behymer
2 Minnewawa
0 Behymer
2 Minnewawa
0 Map el
0 Maple
0 Map el
0 Maple
0 Internation
0 0
Maple
0 Internation
0 0
Chestnut
0 Chestnut
0 Chestnut
0 Internation
0 Internation
0 Internation
0 Chestnut
0 Chestnut
0 Chestnut
0 Map el
0 Copper
0 0
Chestnut
0 Copper
0 Copper
0 Willow
0 1
Internation
1 Wil ol w
0 Copper
0 Copper
0 Willow
0 Willow
0 Internation
1 Internation
1 Copper
0 Copper
0 Internation
1 Internation
1 Minnewawa
1 Minnewawa
0 Copper
1 Auberry
1 Copper
0 Minnewawa
1 0
Herndon
0 Clov si
1 Herndon
0 0
0 11
11 11 Herndon
1 Herndon
3 C ol v si
11 0
Clovis
5 Clovis
11 0
Clovis
11 Herndon
1 Sunnyside
6 0
Herndon
1 Herndon
0 Sunnyside
13 Sunnyside
10 13
Sunnyside
6 7 7
Sunnyside
7 Sunnys di e
7 9
Herndon
0 Herndon
0 1
Herndon
0 Fowler/168
0 Herndon
0 Tollhouse
0 Tollhou
0 se
Tollhouse
0 A mr strong
0 Armstrong
0 Armstrong
0 Tollhouse
0 A mr strong
0 Armstrong
0 0
0 Herndon
0 Armstrong
0 Herndon
0 Armstrong
01 Armstrong
1 1
0 Herndon
0 Tollhouse
0 Temperance
0 Temperance
2 Temperance
2 Herndon
0 1
Herndon
0 Herndon
0 0
Herndon
0 Herndon
0 Herndon
0 Herndon
0 Locan
0 Herndon
0 Locan
0 Herndon
0 Herndon
0 De Wolf
0 De Wolf
0 Herndon
0 De Wolf
0 Herndon
0 Alluvial
3 Alluvial
3 Clovis
0 0
Nees
0 0
0 Clovis
5 Clovis
11 8
Alluvial
19 Alluvial
19 Nees
0 Nees
0 Nees
0 Alluvial
19 13
Sunnyside
13 Sunnyside
13 Alluvial
0 Sunnyside
33 Sunnyside
33 Sunnyside
33 Sunnyside
33 Nees
0 Nees
0 Alluvial
0 Alluvial
0 Sunnyside
34 Sunnyside
34 Teague
0 34
Sunnyside
34 C ol vis
5 Perrin
0 Shepherd
25 Sunnyside
34 Sunnyside
34 Shepherd
40 Shepherd
26 Sunnys di e
47 Sunnyside
0 Sunnyside
0 Alluvial
0 Fowler
10 Alluvial
0 0
Fowler
10 10
Fowler
18 Nees
0 Nees
1 Fowler
18 Fowler
18 Teague
0 Teague
0 Fow el r
18 A mr strong
1 A mr strong
1 A mr strong
1 Alluvial
0 Alluvial
0 1
1 Armstrong
1 Armstrong
1 A mr strong
1 1
A mr strong
1 Nees
1 1
Nees
0 Nees
0 Temperance
3 0
Teague
0 Fow el r
18 18
Fowler
0 4
Shepherd
26 0
Fowler
0 Fowler
0 Fowler
0 Behymer
0 Clovis
0 Clovis
1 Internation
1 Copper
0 Copper
0 Copper
0 Copper
0 Internatil
0 Internatil
0 Copper
0 Copper
0 Copper
0 A mr strong
0 A mr strong
0 A mr strong
0 Tollhouse
0 Nees
0 Tollhouse
0 Locan
0 Alluvial
0 Tollhouse
0 Locan
0 Nees
0 Locan
0 Locan
0 Locan
0 Locan
0 Locan
0 Locan
0 Alluvial
0 Alluvial
0 De Wolf
0 Tollhouse
0 De Wolf
0 Tollhous
0 e
Nees
0 Tollhouse
0 Shepherd
5 0
3 Locan
0 Locan
0 Shepherd
1 0
1 Internation
0 Internation
0 Fow el r
1 2
Temp/168
0 Temperance
2 2
Temperance
2 Temperance
2 Nees
1 Nees
1 Fowler
1 Fowler/168
5 Alluvial
0 Teague
1 1
Teague
2 0
Herndon/168
0 Chestnut
0 Nees
0 Temp/168
0 Willow
1 Nees
0 Perrin
0 Wil ol w
1 Willow
1 Perrin
0 Fow el r
2 Teague
1 0
Wil ol w
1 Chestnut
0 Temperance
3 Shepherd
5 Shepherd
4 Wil ol w
0 Chestnut
0 Chestnut
0 0
0 0
Willow
1 Temperance
2 Nees
0 Temperance
3 0
Nees
0 Wil ol w
1 Minnewawa
7 M ni newawa
3 Peach
1 Shepherd
11 1
Peach
0 Behymer
0 0
new road
0 Willow
1 0
Shepherd
9 Copper
0 Cedar
0 0
Herndon
0 SR 168
0 0
Clovis
0 Clovis
0 Shepherd
11 Chestnut
0 Behymer
0 Olympic
0 Cedar
0 Teague
2 Willow
0 Shepherd
11 5
Nees
2 Nees
2 2
Teague
3 4
0 0
Temperance
2 3
Alluvial
0 2
0 Nees
0 Clovis
0 Clovis
0 Clovis
0 Teague
4 Teague
4 Teague
4 Teague
4 C ol v si
5 4
C ol vis
0 0
Wil ol w
0 SR 168
0 0
0 Maple
0 Alluvial
0 Willow
1 Alluvial
0 0
0 De Wolf
0 De Wolf
0 De Wolf
0 De Wolf
0 0
Cedar
0 Frian
0 t
Peach
0 Fowler
18 Alluvial
0 Alluvial
0 Shepherd
17 Minnewawa
5 Chestnut
0 0
0 0
0 0
Cedar
0 0
0 0
0 0
0 0
0 0
0 Locan
0 Shepherd
25 0
C ol vis
5 Willow
0 Copper
0 Teague
2 Peac
0 h
Herndon/168
0 Chestnut
0 Willow
0 0
Internation
0 Nees
2 0
Copper
0 Map el
0 Maple
0 Map el
0 Maple
0 Friant
0 Copper
0 0
Copper
0 Maple
0 Copper
0 Copper
0 Copper
0 Copper
0 0
0 0
0 0
0 0
0 0
0 0 0 0 0
Clovis
5 0
0 per Rive
Wil ol w
0 Alluvial
0 Alluvial
0 Willow
0 Wil ol w
0 Wil ol w
0 Internation
0 Cedar
0 Peach
0 Peach
0 Herndon
0 Herndon
0 Herndon
0 Herndon
0 Nees
0 Nees
0 Nees
1 Shepherd
11 0
Willow
1 1
Willow
1 5
Fow el r
6 4 1
Shepherd
1 Temperance
3 Alluvial
0 Temperance
1 C ol vis
0 C ol vis
0 Clov si
0 C ol vis
0 Clovis
0 Clovis
0 Shepherd
8 4
Minnewawa
0 Shepherd
13 Shepherd
15 Clovis
4 Shepherd
26 Shepherd
1 Shepherd
1 11
Wil ol w
1 Hernd
0 on/168
0 Map el
0 Chestnut
0 Chestnut
0 Alluvial
0 0
Copper
0 Copper
0 Copper
0 0
SR 168
0 Alluvial
0 Alluvial
0 0
Willow
1 0
Shepherd
1 Shepherd
0 Alluvial
0 Alluvial
0 De Wolf
0 Alluvial
0 C ol v si
0 Clovis
1 0
0 Clovis
4 Behymer
2 Behymer
0 new road
0 new road
0 Peach
0 Peach
0 Peach
0 C ol v si
4 Clovis
4 Peach
0 Clovis
4 Baron
0 Baron
0 Clovis
4 Behymer
2 Perrin
0 Minnewawa
0 new road
0 new road
0 Minnewawa
0 Baron
0 Minnewawa
0 Minnewawa
0 Minnewawa
0 Baron
0 Baron
0 Baron
0 Baron
0 Baron
0 Behymer
0 new road
0 Behymer
2 Minnewawa
0 Clovis
4 Perrin
0 Peach
0 1695
AGENDA ITEM NO. 6.

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

APPENDIX B

VMT CALCULATION WORKSHEETS
1696
AGENDA ITEM NO. 6.

Total project households 605
Total project population (a) 2097
Percent Population traveling to outside (b) * 7.79%
Project Population traveling to outside (c=b*a)                            163 Total Internal‐Internal (II) Project VMT  (d) **                       29,749 Internal project population (e=a‐c)                   1,933.29 II VMT per capita (f=d/e)                         15.39 IX VMT per capita (g) *** 20.2
Total IX VMT (h=g*c)                         3,300
Total project VMT (i=d+h)                       33,049
VMT per capita (j=i/a)                           15.8
VMT adjustment factor for new base model (k)                           1.08 Adjusted project VMT per capita (l = k*j)                           17.0 * : Obtained from "Fresno_worker_ixxifractions.dat" from model inputs. Used same percentages/values as the parent TAZ (2771) **: Includes all tours and all sub‐tours from the ABM model run for VMT estimation ***: IX VMT per capita was estimated as average for all TAZs in the CSTDM Zone 2569 Appendix B
VMT Calculations Worksheet
P:\DNV2201\Traffic\VMT\vmt.xlsx\Appendix B  (2/14/2023) 1697
AGENDA ITEM NO. 6.

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

APPENDIX C

TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
1698
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 64 3 70 3 10 9 22 13 61 3 77 3 18 18 39 208
07:15 AM 7 67 7 81 2 16 18 36 17 88 3 108 11 16 26 53 278 07:30 AM 13 138 7 158 4 26 17 47 14 137 3 154 12 26 46 84 443 07:45 AM 13 160 22 195 3 28 13 44 27 225 6 258 32 31 50 113 610 Total 36 429 39 504 12 80 57 149 71 511 15 597 58 91 140 289 1539 08:00 AM 15 192 36 243 6 52 8 66 21 114 3 138 16 27 65 108 555 08:15 AM 3 86 9 98 3 22 5 30 22 76 4 102 7 41 42 90 320 08:30 AM 3 57 1 61 4 15 6 25 13 71 7 91 4 15 30 49 226
08:45 AM 3 71 1 75 1 18 9 28 16 72 6 94 3 14 18 35 232
Total 24 406 47 477 14 107 28 149 72 333 20 425 30 97 155 282 1333 Grand Total 60 835 86 981 26 187 85 298 143 844 35 1022 88 188 295 571 2872 Apprch % 6.1 85.1 8.8 8.7 62.8 28.5 14 82.6 3.4 15.4 32.9 51.7 Total % 2.1 29.1 3 34.2 0.9 6.5 3 10.4 5 29.4 1.2 35.6 3.1 6.5 10.3 19.9 Passenger Vehicles 58 815 84 957 26 180 80 286 139 821 34 994 87 180 292 559 2796 % Passenger Vehicles 96.7 97.6 97.7 97.6 100 96.3 94.1 96 97.2 97.3 97.1 97.3 98.9 95.7 99 97.9 97.4 Large 2 Axle Vehicles 2 12 2 16 0 7 4 11 4 13 1 18 1 6 3 10 55 % Large 2 Axle Vehicles 3.3 1.4 2.3 1.6 0 3.7 4.7 3.7 2.8 1.5 2.9 1.8 1.1 3.2 1 1.8 1.9 3 Axle Vehicles 0 5 0 5 0 0 1 1 0 7 0 7 0 2 0 2 15
% 3 Axle Vehicles 0 0.6 0 0.5 0 0 1.2 0.3 0 0.8 0 0.7 0 1.1 0 0.4 0.5 4+ Axle Trucks 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
% 4+ Axle Trucks 0 0.4 0 0.3 0 0 0 0 0 0.4 0 0.3 0 0 0 0 0.2 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 13 138 7 158 4 26 17 47 14 137 3 154 12 26 46 84 443 07:45 AM 13 160 22 195 3 28 13 44 27 225 6 258 32 31 50 113 610 08:00 AM 15 192 36 243 6 52 8 66 21 114 3 138 16 27 65 108 555 08:15 AM 3 86 9 98 3 22 5 30 22 76 4 102 7 41 42 90 320 Total Volume 44 576 74 694 16 128 43 187 84 552 16 652 67 125 203 395 1928 % App. Total 6.3 83 10.7 8.6 68.4 23 12.9 84.7 2.5 17 31.6 51.4 PHF .733 .750 .514 .714 .667 .615 .632 .708 .778 .613 .667 .632 .523 .762 .781 .874 .790 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1699
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
74 Thru
576
Left
44 Out In Total
662 694 1356
Right
43 Thru
128
Left
16 Out Total In
185 187 372
Left
84 Thru
552
Right
16 Out In Total
795 652 1447
Left
67 Thru
125
Right
203
Total Out In
286 395 681
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 13 138 7 158 2 16 18 36 17 88 3 108 12 26 46 84 +15 mins. 13 160 22 195 4 26 17 47 14 137 3 154 32 31 50 113 +30 mins. 15 192 36 243 3 28 13 44 27 225 6 258 16 27 65 108 +45 mins. 3 86 9 98 6 52 8 66 21 114 3 138 7 41 42 90
Total Volume 44 576 74 694 15 122 56 193 79 564 15 658 67 125 203 395 % App. Total 6.3 83 10.7 7.8 63.2 29 12 85.7 2.3 17 31.6 51.4 PHF .733 .750 .514 .714 .625 .587 .778 .731 .731 .627 .625 .638 .523 .762 .781 .874 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1700
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 62 3 67 3 7 8 18 12 57 3 72 3 18 18 39 196
07:15 AM 6 62 6 74 2 16 17 35 16 86 3 105 11 16 25 52 266 07:30 AM 13 138 7 158 4 25 16 45 14 134 3 151 12 26 46 84 438 07:45 AM 13 158 22 193 3 28 13 44 27 224 6 257 32 28 50 110 604 Total 34 420 38 492 12 76 54 142 69 501 15 585 58 88 139 285 1504 08:00 AM 15 188 35 238 6 51 8 65 20 113 3 136 16 27 64 107 546 08:15 AM 3 85 9 97 3 22 3 28 22 69 4 95 6 39 42 87 307
08:30 AM 3 55 1 59 4 14 6 24 12 67 7 86 4 12 29 45 214
08:45 AM 3 67 1 71 1 17 9 27 16 71 5 92 3 14 18 35 225
Total 24 395 46 465 14 104 26 144 70 320 19 409 29 92 153 274 1292 Grand Total 58 815 84 957 26 180 80 286 139 821 34 994 87 180 292 559 2796 Apprch % 6.1 85.2 8.8 9.1 62.9 28 14 82.6 3.4 15.6 32.2 52.2 Total % 2.1 29.1 3 34.2 0.9 6.4 2.9 10.2 5 29.4 1.2 35.6 3.1 6.4 10.4 20 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 13 138 7 158 4 25 16 45 14 134 3 151 12 26 46 84 438 07:45 AM 13 158 22 193 3 28 13 44 27 224 6 257 32 28 50 110 604 08:00 AM 15 188 35 238 6 51 8 65 20 113 3 136 16 27 64 107 546 08:15 AM 3 85 9 97 3 22 3 28 22 69 4 95 6 39 42 87 307
Total Volume 44 569 73 686 16 126 40 182 83 540 16 639 66 120 202 388 1895 % App. Total 6.4 82.9 10.6 8.8 69.2 22 13 84.5 2.5 17 30.9 52.1 PHF .733 .757 .521 .721 .667 .618 .625 .700 .769 .603 .667 .622 .516 .769 .789 .882 .784 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1701
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
73 Thru
569
Left
44 Out In Total
646 686 1332
Right
40 Thru
126
Left
16 Out Total In
180 182 362
Left
83 Thru
540
Right
16 Out In Total
787 639 1426
Left
66 Thru
120
Right
202
Total Out In
282 388 670
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 13 138 7 158 4 25 16 45 14 134 3 151 12 26 46 84 +15 mins. 13 158 22 193 3 28 13 44 27 224 6 257 32 28 50 110 +30 mins. 15 188 35 238 6 51 8 65 20 113 3 136 16 27 64 107 +45 mins. 3 85 9 97 3 22 3 28 22 69 4 95 6 39 42 87
Total Volume 44 569 73 686 16 126 40 182 83 540 16 639 66 120 202 388 % App. Total 6.4 82.9 10.6 8.8 69.2 22 13 84.5 2.5 17 30.9 52.1 PHF .733 .757 .521 .721 .667 .618 .625 .700 .769 .603 .667 .622 .516 .769 .789 .882 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1702
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 1 0 2 0 3 1 4 1 4 0 5 0 0 0 0 11
07:15 AM 1 4 1 6 0 0 1 1 1 2 0 3 0 0 1 1 11
07:30 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3 4
Total 2 5 1 8 0 4 2 6 2 9 0 11 0 3 1 4 29
08:00 AM 0 4 1 5 0 1 0 1 1 0 0 1 0 0 1 1 8
08:15 AM 0 1 0 1 0 0 2 2 0 3 0 3 1 2 0 3 9
08:30 AM 0 0 0 0 0 1 0 1 1 1 0 2 0 1 1 2 5
08:45 AM 0 2 0 2 0 1 0 1 0 0 1 1 0 0 0 0 4
Total 0 7 1 8 0 3 2 5 2 4 1 7 1 3 2 6 26
Grand Total 2 12 2 16 0 7 4 11 4 13 1 18 1 6 3 10 55
Apprch % 12.5 75 12.5 0 63.6 36.4 22.2 72.2 5.6 10 60 30 Total % 3.6 21.8 3.6 29.1 0 12.7 7.3 20 7.3 23.6 1.8 32.7 1.8 10.9 5.5 18.2 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3 4
08:00 AM 0 4 1 5 0 1 0 1 1 0 0 1 0 0 1 1 8
08:15 AM 0 1 0 1 0 0 2 2 0 3 0 3 1 2 0 3 9
Total Volume 0 5 1 6 0 2 2 4 1 6 0 7 1 5 1 7 24
% App. Total 0 83.3 16.7 0 50 50 14.3 85.7 0 14.3 71.4 14.3 PHF .000 .313 .250 .300 .000 .500 .250 .500 .250 .500 .000 .583 .250 .417 .250 .583 .667 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1703
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
1 Thru
5 Left
0 Out In Total
9 6 15
Right
2 Thru
2 Left
0 Out Total In
5 4 9
Left
1 Thru
6 Right
0 Out In Total
6 7 13
Left
1 Thru
5 Right
1 Total Out In
4 7 11
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3
+30 mins. 0 4 1 5 0 1 0 1 1 0 0 1 0 0 1 1
+45 mins. 0 1 0 1 0 0 2 2 0 3 0 3 1 2 0 3
Total Volume 0 5 1 6 0 2 2 4 1 6 0 7 1 5 1 7
% App. Total 0 83.3 16.7 0 50 50 14.3 85.7 0 14.3 71.4 14.3 PHF .000 .313 .250 .300 .000 .500 .250 .500 .250 .500 .000 .583 .250 .417 .250 .583 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1704
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
08:30 AM 0 1 0 1 0 0 0 0 0 3 0 3 0 2 0 2 6
08:45 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 0 3 0 3 0 0 0 0 0 7 0 7 0 2 0 2 12
Grand Total 0 5 0 5 0 0 1 1 0 7 0 7 0 2 0 2 15
Apprch % 0 100 0 0 0 100 0 100 0 0 100 0
Total % 0 33.3 0 33.3 0 0 6.7 6.7 0 46.7 0 46.7 0 13.3 0 13.3 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3
Total Volume 0 1 0 1 0 0 1 1 0 4 0 4 0 0 0 0 6
% App. Total 0 100 0 0 0 100 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .250 .250 .000 .333 .000 .333 .000 .000 .000 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1705
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
1 Left
0 Out In Total
5 1 6
Right
1 Thru
0 Left
0 Out Total In
0 1 1
Left
0 Thru
4 Right
0 Out In Total
1 4 5
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0
Total Volume 0 1 0 1 0 0 1 1 0 4 0 4 0 0 0 0
% App. Total 0 100 0 0 0 100 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .250 .250 .000 .333 .000 .333 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1706
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
Grand Total 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 50 0 50 0 0 0 0 0 50 0 50 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1707
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
1 Left
0 Out In Total
2 1 3
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
2 Right
0 Out In Total
1 2 3
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1708
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 9 93 4 106 6 20 5 31 29 95 13 137 4 18 25 47 321 04:15 PM 6 102 4 112 9 12 6 27 28 82 5 115 2 9 18 29 283 04:30 PM 4 62 2 68 4 21 6 31 28 112 4 144 1 12 19 32 275 04:45 PM 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 348 Total 34 358 13 405 24 77 24 125 120 397 33 550 12 51 84 147 1227 05:00 PM 8 99 2 109 2 20 9 31 30 88 4 122 2 5 19 26 288 05:15 PM 10 92 3 105 7 24 9 40 27 143 5 175 3 16 21 40 360 05:30 PM 4 64 0 68 5 20 6 31 25 98 6 129 2 11 29 42 270 05:45 PM 6 80 6 92 1 22 8 31 21 110 3 134 2 16 34 52 309 Total 28 335 11 374 15 86 32 133 103 439 18 560 9 48 103 160 1227 Grand Total 62 693 24 779 39 163 56 258 223 836 51 1110 21 99 187 307 2454 Apprch % 8 89 3.1 15.1 63.2 21.7 20.1 75.3 4.6 6.8 32.2 60.9 Total % 2.5 28.2 1 31.7 1.6 6.6 2.3 10.5 9.1 34.1 2.1 45.2 0.9 4 7.6 12.5 Passenger Vehicles 61 684 24 769 39 162 56 257 220 836 50 1106 21 99 185 305 2437 % Passenger Vehicles 98.4 98.7 100 98.7 100 99.4 100 99.6 98.7 100 98 99.6 100 100 98.9 99.3 99.3 Large 2 Axle Vehicles 1 8 0 9 0 0 0 0 3 0 1 4 0 0 2 2 15 % Large 2 Axle Vehicles 1.6 1.2 0 1.2 0 0 0 0 1.3 0 2 0.4 0 0 1.1 0.7 0.6 3 Axle Vehicles 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% 3 Axle Vehicles 0 0 0 0 0 0.6 0 0.4 0 0 0 0 0 0 0 0 0 4+ Axle Trucks 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% 4+ Axle Trucks 0 0.1 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 4 62 2 68 4 21 6 31 28 112 4 144 1 12 19 32 275 04:45 PM 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 348 05:00 PM 8 99 2 109 2 20 9 31 30 88 4 122 2 5 19 26 288 05:15 PM 10 92 3 105 7 24 9 40 27 143 5 175 3 16 21 40 360 Total Volume 37 354 10 401 18 89 31 138 120 451 24 595 11 45 81 137 1271 % App. Total 9.2 88.3 2.5 13 64.5 22.5 20.2 75.8 4 8 32.8 59.1 PHF .617 .876 .833 .842 .643 .927 .861 .863 .857 .788 .545 .850 .550 .703 .920 .856 .883 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1709
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
10 Thru
354
Left
37 Out In Total
493 401 894
Right
31 Thru
89 Left
18 Out Total In
106 138 244
Left
120
Thru
451
Right
24 Out In Total
453 595 1048
Left
11 Thru
45 Right
81 Total Out In
219 137 356
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 04:30 PM 05:00 PM
+0 mins. 6 102 4 112 4 21 6 31 28 112 4 144 2 5 19 26
+15 mins. 4 62 2 68 5 24 7 36 35 108 11 154 3 16 21 40
+30 mins. 15 101 3 119 2 20 9 31 30 88 4 122 2 11 29 42 +45 mins. 8 99 2 109 7 24 9 40 27 143 5 175 2 16 34 52
Total Volume 33 364 11 408 18 89 31 138 120 451 24 595 9 48 103 160 % App. Total 8.1 89.2 2.7 13 64.5 22.5 20.2 75.8 4 5.6 30 64.4 PHF .550 .892 .688 .857 .643 .927 .861 .863 .857 .788 .545 .850 .750 .750 .757 .769 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1710
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 9 91 4 104 6 20 5 31 29 95 13 137 4 18 23 45 317 04:15 PM 6 100 4 110 9 12 6 27 27 82 4 113 2 9 18 29 279 04:30 PM 4 61 2 67 4 21 6 31 27 112 4 143 1 12 19 32 273 04:45 PM 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 348 Total 34 353 13 400 24 77 24 125 118 397 32 547 12 51 82 145 1217 05:00 PM 8 97 2 107 2 19 9 30 30 88 4 122 2 5 19 26 285 05:15 PM 9 91 3 103 7 24 9 40 26 143 5 174 3 16 21 40 357 05:30 PM 4 64 0 68 5 20 6 31 25 98 6 129 2 11 29 42 270 05:45 PM 6 79 6 91 1 22 8 31 21 110 3 134 2 16 34 52 308 Total 27 331 11 369 15 85 32 132 102 439 18 559 9 48 103 160 1220 Grand Total 61 684 24 769 39 162 56 257 220 836 50 1106 21 99 185 305 2437 Apprch % 7.9 88.9 3.1 15.2 63 21.8 19.9 75.6 4.5 6.9 32.5 60.7 Total % 2.5 28.1 1 31.6 1.6 6.6 2.3 10.5 9 34.3 2.1 45.4 0.9 4.1 7.6 12.5 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 4 61 2 67 4 21 6 31 27 112 4 143 1 12 19 32 273 04:45 PM 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 348 05:00 PM 8 97 2 107 2 19 9 30 30 88 4 122 2 5 19 26 285 05:15 PM 9 91 3 103 7 24 9 40 26 143 5 174 3 16 21 40 357 Total Volume 36 350 10 396 18 88 31 137 118 451 24 593 11 45 81 137 1263 % App. Total 9.1 88.4 2.5 13.1 64.2 22.6 19.9 76.1 4 8 32.8 59.1 PHF .600 .866 .833 .832 .643 .917 .861 .856 .843 .788 .545 .852 .550 .703 .920 .856 .884 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1711
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
10 Thru
350
Left
36 Out In Total
493 396 889
Right
31 Thru
88 Left
18 Out Total In
105 137 242
Left
118
Thru
451
Right
24 Out In Total
449 593 1042
Left
11 Thru
45 Right
81 Total Out In
216 137 353
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 4 61 2 67 4 21 6 31 27 112 4 143 1 12 19 32
+15 mins. 15 101 3 119 5 24 7 36 35 108 11 154 5 12 22 39 +30 mins. 8 97 2 107 2 19 9 30 30 88 4 122 2 5 19 26
+45 mins. 9 91 3 103 7 24 9 40 26 143 5 174 3 16 21 40
Total Volume 36 350 10 396 18 88 31 137 118 451 24 593 11 45 81 137 % App. Total 9.1 88.4 2.5 13.1 64.2 22.6 19.9 76.1 4 8 32.8 59.1 PHF .600 .866 .833 .832 .643 .917 .861 .856 .843 .788 .545 .852 .550 .703 .920 .856 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1712
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 2 3
04:15 PM 0 2 0 2 0 0 0 0 1 0 1 2 0 0 0 0 4
04:30 PM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 4 0 4 0 0 0 0 2 0 1 3 0 0 2 2 9
05:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 1 1 0 2 0 0 0 0 1 0 0 1 0 0 0 0 3
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 4 0 5 0 0 0 0 1 0 0 1 0 0 0 0 6
Grand Total 1 8 0 9 0 0 0 0 3 0 1 4 0 0 2 2 15
Apprch % 11.1 88.9 0 0 0 0 75 0 25 0 0 100
Total % 6.7 53.3 0 60 0 0 0 0 20 0 6.7 26.7 0 0 13.3 13.3 Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 1 1 0 2 0 0 0 0 1 0 0 1 0 0 0 0 3
Total Volume 1 4 0 5 0 0 0 0 2 0 0 2 0 0 0 0 7
% App. Total 20 80 0 0 0 0 100 0 0 0 0 0
PHF .250 .500 .000 .625 .000 .000 .000 .000 .500 .000 .000 .500 .000 .000 .000 .000 .583 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1713
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
4 Left
1 Out In Total
0 5 5
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
2 Thru
0 Right
0 Out In Total
4 2 6
Left
0 Thru
0 Right
0 Total Out In
2 0 2
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 1 1 0 2 0 0 0 0 1 0 0 1 0 0 0 0
Total Volume 1 4 0 5 0 0 0 0 2 0 0 2 0 0 0 0
% App. Total 20 80 0 0 0 0 100 0 0 0 0 0
PHF .250 .500 .000 .625 .000 .000 .000 .000 .500 .000 .000 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1714
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Grand Total 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Apprch % 0 0 0 0 100 0 0 0 0 0 0 0
Total % 0 0 0 0 0 100 0 100 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1715
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
0 Out Total In
0 1 1
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1716
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Apprch % 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Behymer Avenue
Westbound
Willow Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1717
AGENDA ITEM NO. 6.

File Name : 02_CVS_Willow_Beh PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Behymer Avenue
Weather: Clear
Willow Avenue
Behymer Avenue
Behymer Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1718
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0002 2
0001 1
0001 1
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 44
North Leg East Leg South Leg West Leg
Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0001 1
0000 0
0000 0
0 0 0 11
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Willow Avenue
Behymer Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1719
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 020000000000 2
020000060100 9
001000060000 7
020000050000 7
040000040000 8
021001320000 9
040000010000 5
000000130001 5
0 16 2 0 0 1 4 27 0 1 0 1 52
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000000000 1
010000020000 3
020000000000 2
000000000000 0
021000000000 3
000000000000 0
000000020000 2
030000010000 4
0 9 1 0 0 0 0 5 0 0 0 0 15
Behymer Avenue
TOTAL VOLUMES:

Willow Avenue Behymer Avenue Willow Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Willow Avenue Behymer Avenue Willow Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Behymer Avenue
Willow Avenue
Clovis

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1720
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 22 103 6 131 8 70 15 93 21 69 9 99 2 39 20 61 384 07:15 AM 27 109 6 142 6 62 21 89 34 101 16 151 6 67 27 100 482 07:30 AM 42 207 10 259 10 70 22 102 31 175 16 222 1 70 38 109 692 07:45 AM 45 176 14 235 17 85 29 131 42 193 7 242 15 74 43 132 740 Total 136 595 36 767 41 287 87 415 128 538 48 714 24 250 128 402 2298 08:00 AM 43 196 14 253 8 70 24 102 50 113 18 181 7 50 24 81 617 08:15 AM 31 161 12 204 9 73 23 105 37 106 8 151 6 49 40 95 555 08:30 AM 23 95 9 127 12 56 19 87 30 91 8 129 2 54 20 76 419 08:45 AM 26 98 7 131 8 77 22 107 28 94 2 124 10 45 25 80 442 Total 123 550 42 715 37 276 88 401 145 404 36 585 25 198 109 332 2033 Grand Total 259 1145 78 1482 78 563 175 816 273 942 84 1299 49 448 237 734 4331 Apprch % 17.5 77.3 5.3 9.6 69 21.4 21 72.5 6.5 6.7 61 32.3 Total % 6 26.4 1.8 34.2 1.8 13 4 18.8 6.3 21.8 1.9 30 1.1 10.3 5.5 16.9 Passenger Vehicles 252 1127 75 1454 78 557 169 804 264 913 82 1259 47 439 232 718 4235 % Passenger Vehicles 97.3 98.4 96.2 98.1 100 98.9 96.6 98.5 96.7 96.9 97.6 96.9 95.9 98 97.9 97.8 97.8 Large 2 Axle Vehicles 5 13 1 19 0 4 6 10 9 17 2 28 2 8 4 14 71 % Large 2 Axle Vehicles 1.9 1.1 1.3 1.3 0 0.7 3.4 1.2 3.3 1.8 2.4 2.2 4.1 1.8 1.7 1.9 1.6 3 Axle Vehicles 2 1 1 4 0 1 0 1 0 6 0 6 0 1 0 1 12
% 3 Axle Vehicles 0.8 0.1 1.3 0.3 0 0.2 0 0.1 0 0.6 0 0.5 0 0.2 0 0.1 0.3 4+ Axle Trucks 0 4 1 5 0 1 0 1 0 6 0 6 0 0 1 1 13
% 4+ Axle Trucks 0 0.3 1.3 0.3 0 0.2 0 0.1 0 0.6 0 0.5 0 0 0.4 0.1 0.3 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 42 207 10 259 10 70 22 102 31 175 16 222 1 70 38 109 692 07:45 AM 45 176 14 235 17 85 29 131 42 193 7 242 15 74 43 132 740 08:00 AM 43 196 14 253 8 70 24 102 50 113 18 181 7 50 24 81 617 08:15 AM 31 161 12 204 9 73 23 105 37 106 8 151 6 49 40 95 555 Total Volume 161 740 50 951 44 298 98 440 160 587 49 796 29 243 145 417 2604 % App. Total 16.9 77.8 5.3 10 67.7 22.3 20.1 73.7 6.2 7 58.3 34.8 PHF .894 .894 .893 .918 .647 .876 .845 .840 .800 .760 .681 .822 .483 .821 .843 .790 .880 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1721
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
50 Thru
740
Left
161
Out In Total
714 951 1665
Right
98 Thru
298
Left
44 Out Total In
453 440 893
Left
160
Thru
587
Right
49 Out In Total
929 796 1725
Left
29 Thru
243
Right
145
Total Out In
508 417 925
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:15 AM 07:15 AM
+0 mins. 42 207 10 259 10 70 22 102 34 101 16 151 6 67 27 100 +15 mins. 45 176 14 235 17 85 29 131 31 175 16 222 1 70 38 109 +30 mins. 43 196 14 253 8 70 24 102 42 193 7 242 15 74 43 132 +45 mins. 31 161 12 204 9 73 23 105 50 113 18 181 7 50 24 81 Total Volume 161 740 50 951 44 298 98 440 157 582 57 796 29 261 132 422 % App. Total 16.9 77.8 5.3 10 67.7 22.3 19.7 73.1 7.2 6.9 61.8 31.3 PHF .894 .894 .893 .918 .647 .876 .845 .840 .785 .754 .792 .822 .483 .882 .767 .799 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1722
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 21 102 6 129 8 70 15 93 21 64 9 94 2 39 19 60 376 07:15 AM 27 104 6 137 6 61 21 88 32 98 16 146 6 66 26 98 469 07:30 AM 42 204 9 255 10 70 22 102 29 173 16 218 1 66 38 105 680 07:45 AM 44 175 14 233 17 84 29 130 42 191 5 238 15 74 42 131 732 Total 134 585 35 754 41 285 87 413 124 526 46 696 24 245 125 394 2257 08:00 AM 42 192 13 247 8 68 23 99 48 108 18 174 7 49 24 80 600 08:15 AM 30 161 12 203 9 71 18 98 35 102 8 145 5 48 39 92 538 08:30 AM 21 94 9 124 12 56 19 87 29 85 8 122 2 52 19 73 406 08:45 AM 25 95 6 126 8 77 22 107 28 92 2 122 9 45 25 79 434 Total 118 542 40 700 37 272 82 391 140 387 36 563 23 194 107 324 1978 Grand Total 252 1127 75 1454 78 557 169 804 264 913 82 1259 47 439 232 718 4235 Apprch % 17.3 77.5 5.2 9.7 69.3 21 21 72.5 6.5 6.5 61.1 32.3 Total % 6 26.6 1.8 34.3 1.8 13.2 4 19 6.2 21.6 1.9 29.7 1.1 10.4 5.5 17 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 42 204 9 255 10 70 22 102 29 173 16 218 1 66 38 105 680 07:45 AM 44 175 14 233 17 84 29 130 42 191 5 238 15 74 42 131 732 08:00 AM 42 192 13 247 8 68 23 99 48 108 18 174 7 49 24 80 600 08:15 AM 30 161 12 203 9 71 18 98 35 102 8 145 5 48 39 92 538 Total Volume 158 732 48 938 44 293 92 429 154 574 47 775 28 237 143 408 2550 % App. Total 16.8 78 5.1 10.3 68.3 21.4 19.9 74.1 6.1 6.9 58.1 35 PHF .898 .897 .857 .920 .647 .872 .793 .825 .802 .751 .653 .814 .467 .801 .851 .779 .871 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1723
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
48 Thru
732
Left
158
Out In Total
694 938 1632
Right
92 Thru
293
Left
44 Out Total In
442 429 871
Left
154
Thru
574
Right
47 Out In Total
919 775 1694
Left
28 Thru
237
Right
143
Total Out In
495 408 903
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 42 204 9 255 10 70 22 102 29 173 16 218 1 66 38 105 +15 mins. 44 175 14 233 17 84 29 130 42 191 5 238 15 74 42 131 +30 mins. 42 192 13 247 8 68 23 99 48 108 18 174 7 49 24 80 +45 mins. 30 161 12 203 9 71 18 98 35 102 8 145 5 48 39 92 Total Volume 158 732 48 938 44 293 92 429 154 574 47 775 28 237 143 408 % App. Total 16.8 78 5.1 10.3 68.3 21.4 19.9 74.1 6.1 6.9 58.1 35 PHF .898 .897 .857 .920 .647 .872 .793 .825 .802 .751 .653 .814 .467 .801 .851 .779 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1724
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 0 1 0 0 0 0 0 4 0 4 0 0 1 1 6
07:15 AM 0 4 0 4 0 1 0 1 2 3 0 5 0 1 1 2 12
07:30 AM 0 3 1 4 0 0 0 0 2 1 0 3 0 4 0 4 11
07:45 AM 0 1 0 1 0 1 0 1 0 2 2 4 0 0 1 1 7
Total 1 8 1 10 0 2 0 2 4 10 2 16 0 5 3 8 36
08:00 AM 1 3 0 4 0 0 1 1 2 2 0 4 0 1 0 1 10
08:15 AM 1 0 0 1 0 2 5 7 2 2 0 4 1 1 1 3 15
08:30 AM 1 0 0 1 0 0 0 0 1 3 0 4 0 1 0 1 6
08:45 AM 1 2 0 3 0 0 0 0 0 0 0 0 1 0 0 1 4
Total 4 5 0 9 0 2 6 8 5 7 0 12 2 3 1 6 35
Grand Total 5 13 1 19 0 4 6 10 9 17 2 28 2 8 4 14 71
Apprch % 26.3 68.4 5.3 0 40 60 32.1 60.7 7.1 14.3 57.1 28.6 Total % 7 18.3 1.4 26.8 0 5.6 8.5 14.1 12.7 23.9 2.8 39.4 2.8 11.3 5.6 19.7 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 3 1 4 0 0 0 0 2 1 0 3 0 4 0 4 11
07:45 AM 0 1 0 1 0 1 0 1 0 2 2 4 0 0 1 1 7
08:00 AM 1 3 0 4 0 0 1 1 2 2 0 4 0 1 0 1 10
08:15 AM 1 0 0 1 0 2 5 7 2 2 0 4 1 1 1 3 15
Total Volume 2 7 1 10 0 3 6 9 6 7 2 15 1 6 2 9 43
% App. Total 20 70 10 0 33.3 66.7 40 46.7 13.3 11.1 66.7 22.2 PHF .500 .583 .250 .625 .000 .375 .300 .321 .750 .875 .250 .938 .250 .375 .500 .563 .717 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1725
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
1 Thru
7 Left
2 Out In Total
14 10 24
Right
6 Thru
3 Left
0 Out Total In
10 9 19
Left
6 Thru
7 Right
2 Out In Total
9 15 24
Left
1 Thru
6 Right
2 Total Out In
10 9 19
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 3 1 4 0 0 0 0 2 1 0 3 0 4 0 4
+15 mins. 0 1 0 1 0 1 0 1 0 2 2 4 0 0 1 1
+30 mins. 1 3 0 4 0 0 1 1 2 2 0 4 0 1 0 1
+45 mins. 1 0 0 1 0 2 5 7 2 2 0 4 1 1 1 3
Total Volume 2 7 1 10 0 3 6 9 6 7 2 15 1 6 2 9
% App. Total 20 70 10 0 33.3 66.7 40 46.7 13.3 11.1 66.7 22.2 PHF .500 .583 .250 .625 .000 .375 .300 .321 .750 .875 .250 .938 .250 .375 .500 .563 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1726
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 1 0 0 1 0 0 0 0 0 3 0 3 0 1 0 1 5
08:45 AM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 1 1 1 3 0 1 0 1 0 6 0 6 0 1 0 1 11
Grand Total 2 1 1 4 0 1 0 1 0 6 0 6 0 1 0 1 12
Apprch % 50 25 25 0 100 0 0 100 0 0 100 0
Total % 16.7 8.3 8.3 33.3 0 8.3 0 8.3 0 50 0 50 0 8.3 0 8.3 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 1 0 0 1 0 1 0 1 0 3 0 3 0 0 0 0 5
% App. Total 100 0 0 0 100 0 0 100 0 0 0 0
PHF .250 .000 .000 .250 .000 .250 .000 .250 .000 .375 .000 .375 .000 .000 .000 .000 .417 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1727
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
0 Thru
0 Left
1 Out In Total
3 1 4
Right
0 Thru
1 Left
0 Out Total In
1 1 2
Left
0 Thru
3 Right
0 Out In Total
0 3 3
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 1 0 0 1 0 1 0 1 0 3 0 3 0 0 0 0
% App. Total 100 0 0 0 100 0 0 100 0 0 0 0
PHF .250 .000 .000 .250 .000 .250 .000 .250 .000 .375 .000 .375 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1728
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
08:00 AM 0 1 1 2 0 1 0 1 0 1 0 1 0 0 0 0 4
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 2
08:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 2 1 3 0 1 0 1 0 4 0 4 0 0 1 1 9
Grand Total 0 4 1 5 0 1 0 1 0 6 0 6 0 0 1 1 13
Apprch % 0 80 20 0 100 0 0 100 0 0 0 100
Total % 0 30.8 7.7 38.5 0 7.7 0 7.7 0 46.2 0 46.2 0 0 7.7 7.7 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 1 1 2 0 1 0 1 0 1 0 1 0 0 0 0 4
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 1 1 2 0 1 0 1 0 3 0 3 0 0 0 0 6
% App. Total 0 50 50 0 100 0 0 100 0 0 0 0
PHF .000 .250 .250 .250 .000 .250 .000 .250 .000 .750 .000 .750 .000 .000 .000 .000 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1729
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
1 Thru
1 Left
0 Out In Total
3 2 5
Right
0 Thru
1 Left
0 Out Total In
0 1 1
Left
0 Thru
3 Right
0 Out In Total
1 3 4
Left
0 Thru
0 Right
0 Total Out In
2 0 2
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 1 1 2 0 1 0 1 0 1 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 1 1 2 0 1 0 1 0 3 0 3 0 0 0 0
% App. Total 0 50 50 0 100 0 0 100 0 0 0 0
PHF .000 .250 .250 .250 .000 .250 .000 .250 .000 .750 .000 .750 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1730
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 26 112 10 148 7 72 39 118 47 121 14 182 7 70 19 96 544 04:15 PM 32 130 16 178 10 65 31 106 35 140 10 185 6 64 24 94 563 04:30 PM 34 94 6 134 13 63 35 111 59 177 18 254 7 82 30 119 618 04:45 PM 29 119 8 156 8 83 34 125 59 159 13 231 11 83 33 127 639 Total 121 455 40 616 38 283 139 460 200 597 55 852 31 299 106 436 2364 05:00 PM 37 89 11 137 7 63 37 107 53 140 25 218 10 77 22 109 571 05:15 PM 29 129 8 166 12 79 44 135 53 193 21 267 8 80 25 113 681 05:30 PM 32 127 4 163 7 90 30 127 78 165 30 273 7 83 33 123 686 05:45 PM 32 111 7 150 20 80 27 127 41 162 22 225 13 73 37 123 625 Total 130 456 30 616 46 312 138 496 225 660 98 983 38 313 117 468 2563 Grand Total 251 911 70 1232 84 595 277 956 425 1257 153 1835 69 612 223 904 4927 Apprch % 20.4 73.9 5.7 8.8 62.2 29 23.2 68.5 8.3 7.6 67.7 24.7 Total % 5.1 18.5 1.4 25 1.7 12.1 5.6 19.4 8.6 25.5 3.1 37.2 1.4 12.4 4.5 18.3 Passenger Vehicles 249 899 70 1218 84 590 275 949 424 1251 150 1825 68 609 222 899 4891 % Passenger Vehicles 99.2 98.7 100 98.9 100 99.2 99.3 99.3 99.8 99.5 98 99.5 98.6 99.5 99.6 99.4 99.3 Large 2 Axle Vehicles 2 11 0 13 0 5 2 7 1 6 3 10 1 3 1 5 35 % Large 2 Axle Vehicles 0.8 1.2 0 1.1 0 0.8 0.7 0.7 0.2 0.5 2 0.5 1.4 0.5 0.4 0.6 0.7 3 Axle Vehicles 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% 3 Axle Vehicles 0 0.1 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 29 119 8 156 8 83 34 125 59 159 13 231 11 83 33 127 639 05:00 PM 37 89 11 137 7 63 37 107 53 140 25 218 10 77 22 109 571 05:15 PM 29 129 8 166 12 79 44 135 53 193 21 267 8 80 25 113 681 05:30 PM 32 127 4 163 7 90 30 127 78 165 30 273 7 83 33 123 686 Total Volume 127 464 31 622 34 315 145 494 243 657 89 989 36 323 113 472 2577 % App. Total 20.4 74.6 5 6.9 63.8 29.4 24.6 66.4 9 7.6 68.4 23.9 PHF .858 .899 .705 .937 .708 .875 .824 .915 .779 .851 .742 .906 .818 .973 .856 .929 .939 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1731
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
31 Thru
464
Left
127
Out In Total
838 622 1460
Right
145
Thru
315
Left
34 Out Total In
539 494 1033
Left
243
Thru
657
Right
89 Out In Total
611 989 1600
Left
36 Thru
323
Right
113
Total Out In
589 472 1061
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 05:00 PM 04:45 PM 04:45 PM
+0 mins. 29 119 8 156 7 63 37 107 59 159 13 231 11 83 33 127 +15 mins. 37 89 11 137 12 79 44 135 53 140 25 218 10 77 22 109 +30 mins. 29 129 8 166 7 90 30 127 53 193 21 267 8 80 25 113 +45 mins. 32 127 4 163 20 80 27 127 78 165 30 273 7 83 33 123 Total Volume 127 464 31 622 46 312 138 496 243 657 89 989 36 323 113 472 % App. Total 20.4 74.6 5 9.3 62.9 27.8 24.6 66.4 9 7.6 68.4 23.9 PHF .858 .899 .705 .937 .575 .867 .784 .919 .779 .851 .742 .906 .818 .973 .856 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1732
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 26 110 10 146 7 71 38 116 47 120 14 181 7 69 19 95 538 04:15 PM 31 126 16 173 10 63 31 104 35 139 9 183 5 63 23 91 551 04:30 PM 34 93 6 133 13 61 35 109 59 176 18 253 7 82 30 119 614 04:45 PM 29 118 8 155 8 83 34 125 59 158 12 229 11 83 33 127 636 Total 120 447 40 607 38 278 138 454 200 593 53 846 30 297 105 432 2339 05:00 PM 37 88 11 136 7 63 37 107 53 140 25 218 10 77 22 109 570 05:15 PM 28 128 8 164 12 79 44 135 53 192 20 265 8 80 25 113 677 05:30 PM 32 126 4 162 7 90 29 126 78 165 30 273 7 83 33 123 684 05:45 PM 32 110 7 149 20 80 27 127 40 161 22 223 13 72 37 122 621 Total 129 452 30 611 46 312 137 495 224 658 97 979 38 312 117 467 2552 Grand Total 249 899 70 1218 84 590 275 949 424 1251 150 1825 68 609 222 899 4891 Apprch % 20.4 73.8 5.7 8.9 62.2 29 23.2 68.5 8.2 7.6 67.7 24.7 Total % 5.1 18.4 1.4 24.9 1.7 12.1 5.6 19.4 8.7 25.6 3.1 37.3 1.4 12.5 4.5 18.4 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 29 118 8 155 8 83 34 125 59 158 12 229 11 83 33 127 636 05:00 PM 37 88 11 136 7 63 37 107 53 140 25 218 10 77 22 109 570 05:15 PM 28 128 8 164 12 79 44 135 53 192 20 265 8 80 25 113 677 05:30 PM 32 126 4 162 7 90 29 126 78 165 30 273 7 83 33 123 684 Total Volume 126 460 31 617 34 315 144 493 243 655 87 985 36 323 113 472 2567 % App. Total 20.4 74.6 5 6.9 63.9 29.2 24.7 66.5 8.8 7.6 68.4 23.9 PHF .851 .898 .705 .941 .708 .875 .818 .913 .779 .853 .725 .902 .818 .973 .856 .929 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1733
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
31 Thru
460
Left
126
Out In Total
835 617 1452
Right
144
Thru
315
Left
34 Out Total In
536 493 1029
Left
243
Thru
655
Right
87 Out In Total
607 985 1592
Left
36 Thru
323
Right
113
Total Out In
589 472 1061
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 29 118 8 155 8 83 34 125 59 158 12 229 11 83 33 127 +15 mins. 37 88 11 136 7 63 37 107 53 140 25 218 10 77 22 109 +30 mins. 28 128 8 164 12 79 44 135 53 192 20 265 8 80 25 113 +45 mins. 32 126 4 162 7 90 29 126 78 165 30 273 7 83 33 123 Total Volume 126 460 31 617 34 315 144 493 243 655 87 985 36 323 113 472 % App. Total 20.4 74.6 5 6.9 63.9 29.2 24.7 66.5 8.8 7.6 68.4 23.9 PHF .851 .898 .705 .941 .708 .875 .818 .913 .779 .853 .725 .902 .818 .973 .856 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1734
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 1 1 2 0 1 0 1 0 1 0 1 5
04:15 PM 1 4 0 5 0 2 0 2 0 1 1 2 1 1 1 3 12
04:30 PM 0 1 0 1 0 2 0 2 0 1 0 1 0 0 0 0 4
04:45 PM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0 3
Total 1 7 0 8 0 5 1 6 0 4 2 6 1 2 1 4 24
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 1 1 0 2 0 0 0 0 0 1 1 2 0 0 0 0 4
05:30 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
05:45 PM 0 1 0 1 0 0 0 0 1 1 0 2 0 1 0 1 4
Total 1 4 0 5 0 0 1 1 1 2 1 4 0 1 0 1 11
Grand Total 2 11 0 13 0 5 2 7 1 6 3 10 1 3 1 5 35
Apprch % 15.4 84.6 0 0 71.4 28.6 10 60 30 20 60 20
Total % 5.7 31.4 0 37.1 0 14.3 5.7 20 2.9 17.1 8.6 28.6 2.9 8.6 2.9 14.3 Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0 3
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 1 1 0 2 0 0 0 0 0 1 1 2 0 0 0 0 4
05:30 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2
Total Volume 1 4 0 5 0 0 1 1 0 2 2 4 0 0 0 0 10
% App. Total 20 80 0 0 0 100 0 50 50 0 0 0
PHF .250 1.00 .000 .625 .000 .000 .250 .250 .000 .500 .500 .500 .000 .000 .000 .000 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1735
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
0 Thru
4 Left
1 Out In Total
3 5 8
Right
1 Thru
0 Left
0 Out Total In
3 1 4
Left
0 Thru
2 Right
2 Out In Total
4 4 8
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 1 1 0 2 0 0 0 0 0 1 1 2 0 0 0 0
+45 mins. 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0
Total Volume 1 4 0 5 0 0 1 1 0 2 2 4 0 0 0 0
% App. Total 20 80 0 0 0 100 0 50 50 0 0 0
PHF .250 1.000 .000 .625 .000 .000 .250 .250 .000 .500 .500 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1736
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Apprch % 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1737
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1738
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0 0 0 0 0 0 0
Total %
Willow Avenue
Southbound
Shepherd Avenue
Westbound
Willow Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1739
AGENDA ITEM NO. 6.

File Name : 03_CVS_Willow_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Willow Avenue
E/W: Shepherd Avenue
Weather: Clear
Willow Avenue
Shepherd Avenue
Shepherd Avenue
Willow Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1740
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Willow Avenue Shepherd Avenue Willow Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0001 1
0000 0
0000 0
0100 1
0000 0
0000 0
1000 1
0000 0
1 1 0 13
North Leg East Leg South Leg West Leg
Willow Avenue Shepherd Avenue Willow Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0011 2
0000 0
0000 0
0000 0
1100 2
0001 1
0001 1
0001 1
1 1 1 47
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Willow Avenue
Shepherd Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1741
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 110000201000 5
060010030002 12
020001000000 3
031000000000 4
000010010010 3
110001000000 3
000000000000 0
030001010010 6
2 16 1 0 2 3 2 5 1 0 2 2 36
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 100000000000 1
200000000100 3
102000000000 3
000000000000 0
000000000000 0
010000000000 1
000000010000 1
002001010000 4
4 1 4 0 0 1 0 2 0 1 0 0 13
Shepherd Avenue
TOTAL VOLUMES:

Willow Avenue Shepherd Avenue Willow Avenue Shepherd Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Willow Avenue Shepherd Avenue Willow Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Shepherd Avenue
Willow Avenue
Clovis

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1742
AGENDA ITEM NO. 6.

File Name : 05_CVS_Min_Beh AM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Total Volume
Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 18 23 0 41 3 15 36 54 3 31 1 35 0 13 9 22 152
07:15 AM 15 43 1 59 5 38 62 105 4 47 1 52 0 12 8 20 236 07:30 AM 24 75 0 99 6 34 102 142 8 46 1 55 2 29 12 43 339 07:45 AM 45 57 1 103 1 33 93 127 16 74 6 96 1 33 10 44 370 Total 102 198 2 302 15 120 293 428 31 198 9 238 3 87 39 129 1097 08:00 AM 39 50 1 90 0 40 40 80 13 45 0 58 0 40 14 54 282 08:15 AM 21 44 2 67 0 24 23 47 2 40 1 43 4 33 12 49 206 08:30 AM 12 39 2 53 1 19 26 46 5 33 0 38 2 8 11 21 158
08:45 AM 15 33 1 49 1 17 17 35 5 35 0 40 0 9 6 15 139
Total 87 166 6 259 2 100 106 208 25 153 1 179 6 90 43 139 785 Grand Total 189 364 8 561 17 220 399 636 56 351 10 417 9 177 82 268 1882 Apprch % 33.7 64.9 1.4 2.7 34.6 62.7 13.4 84.2 2.4 3.4 66 30.6 Total % 10 19.3 0.4 29.8 0.9 11.7 21.2 33.8 3 18.7 0.5 22.2 0.5 9.4 4.4 14.2 Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 15 43 1 59 5 38 62 105 4 47 1 52 0 12 8 20 236 07:30 AM 24 75 0 99 6 34 102 142 8 46 1 55 2 29 12 43 339 07:45 AM 45 57 1 103 1 33 93 127 16 74 6 96 1 33 10 44 370 08:00 AM 39 50 1 90 0 40 40 80 13 45 0 58 0 40 14 54 282 Total Volume 123 225 3 351 12 145 297 454 41 212 8 261 3 114 44 161 1227 % App. Total 35 64.1 0.9 2.6 31.9 65.4 15.7 81.2 3.1 1.9 70.8 27.3 PHF .683 .750 .750 .852 .500 .906 .728 .799 .641 .716 .333 .680 .375 .713 .786 .745 .829 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1743
AGENDA ITEM NO. 6.

File Name : 05_CVS_Min_Beh AM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Minnewawa Avenue
Behymer Avenue
Behymer Avenue
Minnewawa Avenue
Right
3 Thru
225
Left
123
Out In Total
512 351 863
Right
297
Thru
145
Left
12 Out Total In
245 454 699
Left
41 Thru
212
Right
8 Out In Total
281 261 542
Left
3 Thru
114
Right
44 Total Out In
189 161 350
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 24 75 0 99 5 38 62 105 4 47 1 52 2 29 12 43
+15 mins. 45 57 1 103 6 34 102 142 8 46 1 55 1 33 10 44 +30 mins. 39 50 1 90 1 33 93 127 16 74 6 96 0 40 14 54
+45 mins. 21 44 2 67 0 40 40 80 13 45 0 58 4 33 12 49
Total Volume 129 226 4 359 12 145 297 454 41 212 8 261 7 135 48 190 % App. Total 35.9 63 1.1 2.6 31.9 65.4 15.7 81.2 3.1 3.7 71.1 25.3 PHF .717 .753 .500 .871 .500 .906 .728 .799 .641 .716 .333 .680 .438 .844 .857 .880 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1744
AGENDA ITEM NO. 6.

File Name : 05_CVS_Min_Beh PM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Total Volume
Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 33 47 3 83 1 15 25 41 9 41 3 53 1 25 5 31 208
04:15 PM 34 53 0 87 0 13 18 31 7 52 0 59 0 9 5 14 191
04:30 PM 24 44 1 69 0 17 29 46 9 50 0 59 1 13 7 21 195
04:45 PM 25 49 0 74 1 20 24 45 11 40 0 51 3 24 11 38 208 Total 116 193 4 313 2 65 96 163 36 183 3 222 5 71 28 104 802 05:00 PM 25 37 0 62 1 28 28 57 10 44 2 56 0 15 4 19 194 05:15 PM 26 56 0 82 3 20 30 53 13 66 1 80 0 16 8 24 239 05:30 PM 19 48 2 69 1 18 17 36 12 55 3 70 0 14 7 21 196 05:45 PM 20 25 0 45 2 18 23 43 12 40 2 54 0 19 5 24 166 Total 90 166 2 258 7 84 98 189 47 205 8 260 0 64 24 88 795 Grand Total 206 359 6 571 9 149 194 352 83 388 11 482 5 135 52 192 1597 Apprch % 36.1 62.9 1.1 2.6 42.3 55.1 17.2 80.5 2.3 2.6 70.3 27.1 Total % 12.9 22.5 0.4 35.8 0.6 9.3 12.1 22 5.2 24.3 0.7 30.2 0.3 8.5 3.3 12 Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 25 49 0 74 1 20 24 45 11 40 0 51 3 24 11 38 208 05:00 PM 25 37 0 62 1 28 28 57 10 44 2 56 0 15 4 19 194 05:15 PM 26 56 0 82 3 20 30 53 13 66 1 80 0 16 8 24 239 05:30 PM 19 48 2 69 1 18 17 36 12 55 3 70 0 14 7 21 196 Total Volume 95 190 2 287 6 86 99 191 46 205 6 257 3 69 30 102 837 % App. Total 33.1 66.2 0.7 3.1 45 51.8 17.9 79.8 2.3 2.9 67.6 29.4 PHF .913 .848 .250 .875 .500 .768 .825 .838 .885 .777 .500 .803 .250 .719 .682 .671 .876 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1745
AGENDA ITEM NO. 6.

File Name : 05_CVS_Min_Beh PM
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Minnewawa Avenue
Behymer Avenue
Behymer Avenue
Minnewawa Avenue
Right
2 Thru
190
Left
95 Out In Total
307 287 594
Right
99 Thru
86 Left
6 Out Total In
170 191 361
Left
46 Thru
205
Right
6 Out In Total
226 257 483
Left
3 Thru
69 Right
30 Total Out In
134 102 236
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:30 PM 05:00 PM 04:00 PM
+0 mins. 33 47 3 83 0 17 29 46 10 44 2 56 1 25 5 31
+15 mins. 34 53 0 87 1 20 24 45 13 66 1 80 0 9 5 14
+30 mins. 24 44 1 69 1 28 28 57 12 55 3 70 1 13 7 21
+45 mins. 25 49 0 74 3 20 30 53 12 40 2 54 3 24 11 38
Total Volume 116 193 4 313 5 85 111 201 47 205 8 260 5 71 28 104 % App. Total 37.1 61.7 1.3 2.5 42.3 55.2 18.1 78.8 3.1 4.8 68.3 26.9 PHF .853 .910 .333 .899 .417 .759 .925 .882 .904 .777 .667 .813 .417 .710 .636 .684 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1746
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Minnewawa Avenue Behymer Avenue Minnewawa Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
1000 1
1 0 0 01
North Leg East Leg South Leg West Leg
Minnewawa Avenue Behymer Avenue Minnewawa Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Minnewawa Avenue
Behymer Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1747
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000010000 1
000000000000 0
010000000000 1
000000000000 0
010000010000 2
000000100000 1
010001000000 2
000000000000 0
030001120000 7
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000010000 1
Behymer Avenue
TOTAL VOLUMES:

Minnewawa Avenue Behymer Avenue Minnewawa Avenue Behymer Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Minnewawa Avenue Behymer Avenue Minnewawa Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Behymer Avenue
Minnewawa Avenue
Clovis

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1748
AGENDA ITEM NO. 6.

File Name : 01_CVS_Minnewawa_Behymer_AM
Site Code : 00322602
Start Date : 6/22/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Total Volume
Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 21 30 0 51 0 9 15 24 2 27 2 31 0 6 4 10 116
07:15 AM 9 31 1 41 0 10 19 29 6 36 0 42 0 7 8 15 127
07:30 AM 19 35 0 54 0 19 37 56 9 41 0 50 2 10 6 18 178
07:45 AM 22 50 0 72 4 32 50 86 11 55 1 67 2 18 12 32 257 Total 71 146 1 218 4 70 121 195 28 159 3 190 4 41 30 75 678 08:00 AM 21 36 0 57 0 20 39 59 7 57 3 67 1 19 13 33 216 08:15 AM 29 41 0 70 2 22 41 65 8 56 2 66 0 13 8 21 222
08:30 AM 21 37 0 58 3 20 34 57 8 38 2 48 0 6 7 13 176
08:45 AM 24 33 1 58 2 29 42 73 3 29 1 33 0 15 12 27 191 Total 95 147 1 243 7 91 156 254 26 180 8 214 1 53 40 94 805 Grand Total 166 293 2 461 11 161 277 449 54 339 11 404 5 94 70 169 1483 Apprch % 36 63.6 0.4 2.4 35.9 61.7 13.4 83.9 2.7 3 55.6 41.4 Total % 11.2 19.8 0.1 31.1 0.7 10.9 18.7 30.3 3.6 22.9 0.7 27.2 0.3 6.3 4.7 11.4 Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 19 35 0 54 0 19 37 56 9 41 0 50 2 10 6 18 178
07:45 AM 22 50 0 72 4 32 50 86 11 55 1 67 2 18 12 32 257 08:00 AM 21 36 0 57 0 20 39 59 7 57 3 67 1 19 13 33 216 08:15 AM 29 41 0 70 2 22 41 65 8 56 2 66 0 13 8 21 222
Total Volume 91 162 0 253 6 93 167 266 35 209 6 250 5 60 39 104 873 % App. Total 36 64 0 2.3 35 62.8 14 83.6 2.4 4.8 57.7 37.5 PHF .784 .810 .000 .878 .375 .727 .835 .773 .795 .917 .500 .933 .625 .789 .750 .788 .849 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
1749
AGENDA ITEM NO. 6.

File Name : 01_CVS_Minnewawa_Behymer_AM
Site Code : 00322602
Start Date : 6/22/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Minnewawa Avenue
Behymer Avenue
Behymer Avenue
Minnewawa Avenue
Right
0 Thru
162
Left
91 Out In Total
381 253 634
Right
167
Thru
93 Left
6 Out Total In
157 266 423
Left
35 Thru
209
Right
6 Out In Total
207 250 457
Left
5 Thru
60 Right
39 Total Out In
128 104 232
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:30 AM 07:30 AM
+0 mins. 22 50 0 72 4 32 50 86 9 41 0 50 2 10 6 18
+15 mins. 21 36 0 57 0 20 39 59 11 55 1 67 2 18 12 32
+30 mins. 29 41 0 70 2 22 41 65 7 57 3 67 1 19 13 33
+45 mins. 21 37 0 58 3 20 34 57 8 56 2 66 0 13 8 21
Total Volume 93 164 0 257 9 94 164 267 35 209 6 250 5 60 39 104 % App. Total 36.2 63.8 0 3.4 35.2 61.4 14 83.6 2.4 4.8 57.7 37.5 PHF .802 .820 .000 .892 .563 .734 .820 .776 .795 .917 .500 .933 .625 .789 .750 .788 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
1750
AGENDA ITEM NO. 6.

File Name : 01_CVS_Minnewawa_Behymer_PM
Site Code : 00322602
Start Date : 6/22/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Groups Printed- Total Volume
Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 20 29 0 49 0 17 15 32 6 42 2 50 0 19 3 22 153
04:15 PM 24 45 0 69 4 13 19 36 8 37 3 48 0 11 7 18 171
04:30 PM 22 41 0 63 0 18 22 40 6 42 1 49 2 15 7 24 176
04:45 PM 21 40 0 61 1 25 19 45 3 58 1 62 0 13 5 18 186
Total 87 155 0 242 5 73 75 153 23 179 7 209 2 58 22 82 686 05:00 PM 29 43 0 72 2 21 23 46 11 55 0 66 0 7 11 18 202 05:15 PM 31 46 0 77 4 24 31 59 8 56 2 66 1 16 12 29 231 05:30 PM 26 45 1 72 4 20 18 42 15 51 3 69 0 32 6 38 221 05:45 PM 19 37 3 59 1 28 29 58 13 46 3 62 2 12 8 22 201 Total 105 171 4 280 11 93 101 205 47 208 8 263 3 67 37 107 855 Grand Total 192 326 4 522 16 166 176 358 70 387 15 472 5 125 59 189 1541 Apprch % 36.8 62.5 0.8 4.5 46.4 49.2 14.8 82 3.2 2.6 66.1 31.2 Total % 12.5 21.2 0.3 33.9 1 10.8 11.4 23.2 4.5 25.1 1 30.6 0.3 8.1 3.8 12.3 Minnewawa Avenue
Southbound
Behymer Avenue
Westbound
Minnewawa Avenue
Northbound
Behymer Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 29 43 0 72 2 21 23 46 11 55 0 66 0 7 11 18 202 05:15 PM 31 46 0 77 4 24 31 59 8 56 2 66 1 16 12 29 231 05:30 PM 26 45 1 72 4 20 18 42 15 51 3 69 0 32 6 38 221 05:45 PM 19 37 3 59 1 28 29 58 13 46 3 62 2 12 8 22 201 Total Volume 105 171 4 280 11 93 101 205 47 208 8 263 3 67 37 107 855 % App. Total 37.5 61.1 1.4 5.4 45.4 49.3 17.9 79.1 3 2.8 62.6 34.6 PHF .847 .929 .333 .909 .688 .830 .815 .869 .783 .929 .667 .953 .375 .523 .771 .704 .925 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
1751
AGENDA ITEM NO. 6.

File Name : 01_CVS_Minnewawa_Behymer_PM
Site Code : 00322602
Start Date : 6/22/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Behymer Avenue
Weather: Clear
Minnewawa Avenue
Behymer Avenue
Behymer Avenue
Minnewawa Avenue
Right
4 Thru
171
Left
105
Out In Total
312 280 592
Right
101
Thru
93 Left
11 Out Total In
180 205 385
Left
47 Thru
208
Right
8 Out In Total
219 263 482
Left
3 Thru
67 Right
37 Total Out In
144 107 251
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 05:00 PM 04:45 PM 05:00 PM
+0 mins. 21 40 0 61 2 21 23 46 3 58 1 62 0 7 11 18
+15 mins. 29 43 0 72 4 24 31 59 11 55 0 66 1 16 12 29
+30 mins. 31 46 0 77 4 20 18 42 8 56 2 66 0 32 6 38
+45 mins. 26 45 1 72 1 28 29 58 15 51 3 69 2 12 8 22
Total Volume 107 174 1 282 11 93 101 205 37 220 6 263 3 67 37 107 % App. Total 37.9 61.7 0.4 5.4 45.4 49.3 14.1 83.7 2.3 2.8 62.6 34.6 PHF .863 .946 .250 .916 .688 .830 .815 .869 .617 .948 .500 .953 .375 .523 .771 .704 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
1752
AGENDA ITEM NO. 6.

Location: Date: 6/22/2022
N/S: Day: Wednesday
E/W:

North Leg East Leg South Leg West Leg
Minnewawa Avenue Behymer Avenue Minnewawa Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
North Leg East Leg South Leg West Leg
Minnewawa Avenue Behymer Avenue Minnewawa Avenue Behymer Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Minnewawa Avenue
Behymer Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1753
AGENDA ITEM NO. 6.

Location: Date: 6/22/2022
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000020000000 2
000000000000 0
000000000000 0
000000000000 0
010000000000 1
000000000000 0
000000000000 0
000001000000 1
010021000000 4
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000000000 0
000000020000 2
000000030000 3
Behymer Avenue
TOTAL VOLUMES:

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1754
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 26 2 32 8 68 13 89 13 21 2 36 2 50 18 70 227 07:15 AM 12 41 10 63 13 68 15 96 27 35 6 68 7 70 26 103 330 07:30 AM 28 49 11 88 19 74 18 111 39 38 14 91 13 76 41 130 420 07:45 AM 33 36 6 75 8 82 38 128 37 46 16 99 9 102 48 159 461 Total 77 152 29 258 48 292 84 424 116 140 38 294 31 298 133 462 1438 08:00 AM 30 33 2 65 4 67 20 91 24 31 5 60 4 91 37 132 348 08:15 AM 28 24 2 54 6 87 16 109 17 22 4 43 9 74 20 103 309 08:30 AM 14 36 0 50 1 78 15 94 18 23 3 44 4 70 11 85 273 08:45 AM 15 23 5 43 4 82 17 103 19 24 2 45 2 63 7 72 263 Total 87 116 9 212 15 314 68 397 78 100 14 192 19 298 75 392 1193 Grand Total 164 268 38 470 63 606 152 821 194 240 52 486 50 596 208 854 2631 Apprch % 34.9 57 8.1 7.7 73.8 18.5 39.9 49.4 10.7 5.9 69.8 24.4 Total % 6.2 10.2 1.4 17.9 2.4 23 5.8 31.2 7.4 9.1 2 18.5 1.9 22.7 7.9 32.5 Passenger Vehicles 152 265 37 454 63 596 139 798 194 228 51 473 49 583 205 837 2562 % Passenger Vehicles 92.7 98.9 97.4 96.6 100 98.3 91.4 97.2 100 95 98.1 97.3 98 97.8 98.6 98 97.4 Large 2 Axle Vehicles 5 2 1 8 0 6 10 16 0 6 1 7 1 9 3 13 44 % Large 2 Axle Vehicles 3 0.7 2.6 1.7 0 1 6.6 1.9 0 2.5 1.9 1.4 2 1.5 1.4 1.5 1.7 3 Axle Vehicles 6 1 0 7 0 3 3 6 0 3 0 3 0 4 0 4 20
% 3 Axle Vehicles 3.7 0.4 0 1.5 0 0.5 2 0.7 0 1.2 0 0.6 0 0.7 0 0.5 0.8 4+ Axle Trucks 1 0 0 1 0 1 0 1 0 3 0 3 0 0 0 0 5
% 4+ Axle Trucks 0.6 0 0 0.2 0 0.2 0 0.1 0 1.2 0 0.6 0 0 0 0 0.2 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 12 41 10 63 13 68 15 96 27 35 6 68 7 70 26 103 330 07:30 AM 28 49 11 88 19 74 18 111 39 38 14 91 13 76 41 130 420 07:45 AM 33 36 6 75 8 82 38 128 37 46 16 99 9 102 48 159 461 08:00 AM 30 33 2 65 4 67 20 91 24 31 5 60 4 91 37 132 348 Total Volume 103 159 29 291 44 291 91 426 127 150 41 318 33 339 152 524 1559 % App. Total 35.4 54.6 10 10.3 68.3 21.4 39.9 47.2 12.9 6.3 64.7 29 PHF .780 .811 .659 .827 .579 .887 .599 .832 .814 .815 .641 .803 .635 .831 .792 .824 .845 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1755
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
29 Thru
159
Left
103
Out In Total
274 291 565
Right
91 Thru
291
Left
44 Out Total In
483 426 909
Left
127
Thru
150
Right
41 Out In Total
355 318 673
Left
33 Thru
339
Right
152
Total Out In
447 524 971
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:15 AM 07:15 AM
+0 mins. 12 41 10 63 19 74 18 111 27 35 6 68 7 70 26 103 +15 mins. 28 49 11 88 8 82 38 128 39 38 14 91 13 76 41 130 +30 mins. 33 36 6 75 4 67 20 91 37 46 16 99 9 102 48 159 +45 mins. 30 33 2 65 6 87 16 109 24 31 5 60 4 91 37 132 Total Volume 103 159 29 291 37 310 92 439 127 150 41 318 33 339 152 524 % App. Total 35.4 54.6 10 8.4 70.6 21 39.9 47.2 12.9 6.3 64.7 29 PHF .780 .811 .659 .827 .487 .891 .605 .857 .814 .815 .641 .803 .635 .831 .792 .824 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1756
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 26 2 32 8 65 12 85 13 19 2 34 2 49 18 69 220 07:15 AM 12 41 9 62 13 68 13 94 27 32 6 65 7 70 26 103 324 07:30 AM 28 49 11 88 19 74 17 110 39 38 13 90 13 74 41 128 416 07:45 AM 28 36 6 70 8 81 36 125 37 46 16 99 9 100 48 157 451 Total 72 152 28 252 48 288 78 414 116 135 37 288 31 293 133 457 1411 08:00 AM 30 32 2 64 4 64 18 86 24 30 5 59 4 91 36 131 340 08:15 AM 25 24 2 51 6 86 14 106 17 20 4 41 8 70 20 98 296 08:30 AM 11 36 0 47 1 77 14 92 18 21 3 42 4 67 11 82 263 08:45 AM 14 21 5 40 4 81 15 100 19 22 2 43 2 62 5 69 252 Total 80 113 9 202 15 308 61 384 78 93 14 185 18 290 72 380 1151 Grand Total 152 265 37 454 63 596 139 798 194 228 51 473 49 583 205 837 2562 Apprch % 33.5 58.4 8.1 7.9 74.7 17.4 41 48.2 10.8 5.9 69.7 24.5 Total % 5.9 10.3 1.4 17.7 2.5 23.3 5.4 31.1 7.6 8.9 2 18.5 1.9 22.8 8 32.7 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 12 41 9 62 13 68 13 94 27 32 6 65 7 70 26 103 324 07:30 AM 28 49 11 88 19 74 17 110 39 38 13 90 13 74 41 128 416 07:45 AM 28 36 6 70 8 81 36 125 37 46 16 99 9 100 48 157 451 08:00 AM 30 32 2 64 4 64 18 86 24 30 5 59 4 91 36 131 340 Total Volume 98 158 28 284 44 287 84 415 127 146 40 313 33 335 151 519 1531 % App. Total 34.5 55.6 9.9 10.6 69.2 20.2 40.6 46.6 12.8 6.4 64.5 29.1 PHF .817 .806 .636 .807 .579 .886 .583 .830 .814 .793 .625 .790 .635 .838 .786 .826 .849 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1757
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
28 Thru
158
Left
98 Out In Total
263 284 547
Right
84 Thru
287
Left
44 Out Total In
473 415 888
Left
127
Thru
146
Right
40 Out In Total
353 313 666
Left
33 Thru
335
Right
151
Total Out In
442 519 961
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 12 41 9 62 13 68 13 94 27 32 6 65 7 70 26 103
+15 mins. 28 49 11 88 19 74 17 110 39 38 13 90 13 74 41 128 +30 mins. 28 36 6 70 8 81 36 125 37 46 16 99 9 100 48 157 +45 mins. 30 32 2 64 4 64 18 86 24 30 5 59 4 91 36 131
Total Volume 98 158 28 284 44 287 84 415 127 146 40 313 33 335 151 519 % App. Total 34.5 55.6 9.9 10.6 69.2 20.2 40.6 46.6 12.8 6.4 64.5 29.1 PHF .817 .806 .636 .807 .579 .886 .583 .830 .814 .793 .625 .790 .635 .838 .786 .826 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1758
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 3 1 4 0 1 0 1 0 1 0 1 6
07:15 AM 0 0 1 1 0 0 1 1 0 3 0 3 0 0 0 0 5
07:30 AM 0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 2 4
07:45 AM 2 0 0 2 0 1 2 3 0 0 0 0 0 1 0 1 6
Total 2 0 1 3 0 4 5 9 0 4 1 5 0 4 0 4 21
08:00 AM 0 1 0 1 0 0 2 2 0 1 0 1 0 0 1 1 5
08:15 AM 2 0 0 2 0 1 2 3 0 0 0 0 1 3 0 4 9
08:30 AM 1 0 0 1 0 0 1 1 0 1 0 1 0 1 0 1 4
08:45 AM 0 1 0 1 0 1 0 1 0 0 0 0 0 1 2 3 5
Total 3 2 0 5 0 2 5 7 0 2 0 2 1 5 3 9 23
Grand Total 5 2 1 8 0 6 10 16 0 6 1 7 1 9 3 13 44
Apprch % 62.5 25 12.5 0 37.5 62.5 0 85.7 14.3 7.7 69.2 23.1 Total % 11.4 4.5 2.3 18.2 0 13.6 22.7 36.4 0 13.6 2.3 15.9 2.3 20.5 6.8 29.5 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 1 1 0 0 1 1 0 3 0 3 0 0 0 0 5
07:30 AM 0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 2 4
07:45 AM 2 0 0 2 0 1 2 3 0 0 0 0 0 1 0 1 6
08:00 AM 0 1 0 1 0 0 2 2 0 1 0 1 0 0 1 1 5
Total Volume 2 1 1 4 0 1 6 7 0 4 1 5 0 3 1 4 20
% App. Total 50 25 25 0 14.3 85.7 0 80 20 0 75 25
PHF .250 .250 .250 .500 .000 .250 .750 .583 .000 .333 .250 .417 .000 .375 .250 .500 .833 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1759
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
1 Thru
1 Left
2 Out In Total
10 4 14
Right
6 Thru
1 Left
0 Out Total In
6 7 13
Left
0 Thru
4 Right
1 Out In Total
2 5 7
Left
0 Thru
3 Right
1 Total Out In
2 4 6
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 1 1 0 0 1 1 0 3 0 3 0 0 0 0
+15 mins. 0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 2
+30 mins. 2 0 0 2 0 1 2 3 0 0 0 0 0 1 0 1
+45 mins. 0 1 0 1 0 0 2 2 0 1 0 1 0 0 1 1
Total Volume 2 1 1 4 0 1 6 7 0 4 1 5 0 3 1 4
% App. Total 50 25 25 0 14.3 85.7 0 80 20 0 75 25
PHF .250 .250 .250 .500 .000 .250 .750 .583 .000 .333 .250 .417 .000 .375 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1760
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 3 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4
Total 3 0 0 3 0 0 1 1 0 0 0 0 0 1 0 1 5
08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
08:15 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3
08:30 AM 1 0 0 1 0 1 0 1 0 0 0 0 0 2 0 2 4
08:45 AM 1 1 0 2 0 0 2 2 0 2 0 2 0 0 0 0 6
Total 3 1 0 4 0 3 2 5 0 3 0 3 0 3 0 3 15
Grand Total 6 1 0 7 0 3 3 6 0 3 0 3 0 4 0 4 20
Apprch % 85.7 14.3 0 0 50 50 0 100 0 0 100 0
Total % 30 5 0 35 0 15 15 30 0 15 0 15 0 20 0 20
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 3 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4
08:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
Total Volume 3 0 0 3 0 2 1 3 0 0 0 0 0 1 0 1 7
% App. Total 100 0 0 0 66.7 33.3 0 0 0 0 100 0
PHF .250 .000 .000 .250 .000 .250 .250 .375 .000 .000 .000 .000 .000 .250 .000 .250 .438 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1761
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
0 Left
3 Out In Total
1 3 4
Right
1 Thru
2 Left
0 Out Total In
4 3 7
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
1 Right
0 Total Out In
2 1 3
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 3 0 0 3 0 0 0 0 0 0 0 0 0 1 0 1
+45 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0
Total Volume 3 0 0 3 0 2 1 3 0 0 0 0 0 1 0 1
% App. Total 100 0 0 0 66.7 33.3 0 0 0 0 100 0
PHF .250 .000 .000 .250 .000 .250 .250 .375 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1762
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 0 0 1 0 1 0 1 0 2 0 2 0 0 0 0 4
Grand Total 1 0 0 1 0 1 0 1 0 3 0 3 0 0 0 0 5
Apprch % 100 0 0 0 100 0 0 100 0 0 0 0
Total % 20 0 0 20 0 20 0 20 0 60 0 60 0 0 0 0
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1763
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
0 Out Total In
0 1 1
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1764
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 14 39 3 56 7 81 19 107 27 31 7 65 6 83 18 107 335 04:15 PM 18 36 2 56 3 90 21 114 26 35 5 66 8 79 21 108 344 04:30 PM 14 39 2 55 5 89 28 122 20 31 3 54 5 84 22 111 342 04:45 PM 20 39 2 61 4 84 18 106 23 28 9 60 3 98 14 115 342 Total 66 153 9 228 19 344 86 449 96 125 24 245 22 344 75 441 1363 05:00 PM 20 22 3 45 6 70 16 92 24 33 7 64 10 97 18 125 326 05:15 PM 14 44 4 62 2 93 27 122 29 47 3 79 3 102 24 129 392 05:30 PM 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 390 05:45 PM 15 22 2 39 4 89 15 108 18 35 9 62 2 89 26 117 326 Total 71 125 13 209 19 347 82 448 99 159 26 284 19 381 93 493 1434 Grand Total 137 278 22 437 38 691 168 897 195 284 50 529 41 725 168 934 2797 Apprch % 31.4 63.6 5 4.2 77 18.7 36.9 53.7 9.5 4.4 77.6 18 Total % 4.9 9.9 0.8 15.6 1.4 24.7 6 32.1 7 10.2 1.8 18.9 1.5 25.9 6 33.4 Passenger Vehicles 135 270 22 427 37 686 167 890 192 281 50 523 41 719 166 926 2766 % Passenger Vehicles 98.5 97.1 100 97.7 97.4 99.3 99.4 99.2 98.5 98.9 100 98.9 100 99.2 98.8 99.1 98.9 Large 2 Axle Vehicles 2 7 0 9 1 5 1 7 3 3 0 6 0 6 2 8 30 % Large 2 Axle Vehicles 1.5 2.5 0 2.1 2.6 0.7 0.6 0.8 1.5 1.1 0 1.1 0 0.8 1.2 0.9 1.1 3 Axle Vehicles 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
% 3 Axle Vehicles 0 0.4 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 20 39 2 61 4 84 18 106 23 28 9 60 3 98 14 115 342 05:00 PM 20 22 3 45 6 70 16 92 24 33 7 64 10 97 18 125 326 05:15 PM 14 44 4 62 2 93 27 122 29 47 3 79 3 102 24 129 392 05:30 PM 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 390 Total Volume 76 142 13 231 19 342 85 446 104 152 26 282 20 390 81 491 1450 % App. Total 32.9 61.5 5.6 4.3 76.7 19.1 36.9 53.9 9.2 4.1 79.4 16.5 PHF .864 .807 .813 .917 .679 .900 .787 .885 .897 .809 .722 .892 .500 .956 .810 .952 .925 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1765
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
13 Thru
142
Left
76 Out In Total
257 231 488
Right
85 Thru
342
Left
19 Out Total In
492 446 938
Left
104
Thru
152
Right
26 Out In Total
242 282 524
Left
20 Thru
390
Right
81 Total Out In
459 491 950
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 05:00 PM 05:00 PM
+0 mins. 20 39 2 61 7 81 19 107 24 33 7 64 10 97 18 125 +15 mins. 20 22 3 45 3 90 21 114 29 47 3 79 3 102 24 129 +30 mins. 14 44 4 62 5 89 28 122 28 44 7 79 4 93 25 122 +45 mins. 22 37 4 63 4 84 18 106 18 35 9 62 2 89 26 117 Total Volume 76 142 13 231 19 344 86 449 99 159 26 284 19 381 93 493 % App. Total 32.9 61.5 5.6 4.2 76.6 19.2 34.9 56 9.2 3.9 77.3 18.9 PHF .864 .807 .813 .917 .679 .956 .768 .920 .853 .846 .722 .899 .475 .934 .894 .955 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1766
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 13 34 3 50 6 78 19 103 26 31 7 64 6 83 17 106 323 04:15 PM 18 35 2 55 3 89 20 112 24 35 5 64 8 76 21 105 336 04:30 PM 14 38 2 54 5 88 28 121 20 31 3 54 5 84 22 111 340 04:45 PM 19 39 2 60 4 84 18 106 23 28 9 60 3 96 14 113 339 Total 64 146 9 219 18 339 85 442 93 125 24 242 22 339 74 435 1338 05:00 PM 20 21 3 44 6 70 16 92 24 31 7 62 10 97 18 125 323 05:15 PM 14 44 4 62 2 93 27 122 29 47 3 79 3 102 23 128 391 05:30 PM 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 390 05:45 PM 15 22 2 39 4 89 15 108 18 34 9 61 2 88 26 116 324 Total 71 124 13 208 19 347 82 448 99 156 26 281 19 380 92 491 1428 Grand Total 135 270 22 427 37 686 167 890 192 281 50 523 41 719 166 926 2766 Apprch % 31.6 63.2 5.2 4.2 77.1 18.8 36.7 53.7 9.6 4.4 77.6 17.9 Total % 4.9 9.8 0.8 15.4 1.3 24.8 6 32.2 6.9 10.2 1.8 18.9 1.5 26 6 33.5 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 19 39 2 60 4 84 18 106 23 28 9 60 3 96 14 113 339 05:00 PM 20 21 3 44 6 70 16 92 24 31 7 62 10 97 18 125 323 05:15 PM 14 44 4 62 2 93 27 122 29 47 3 79 3 102 23 128 391 05:30 PM 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 390 Total Volume 75 141 13 229 19 342 85 446 104 150 26 280 20 388 80 488 1443 % App. Total 32.8 61.6 5.7 4.3 76.7 19.1 37.1 53.6 9.3 4.1 79.5 16.4 PHF .852 .801 .813 .909 .679 .900 .787 .885 .897 .798 .722 .886 .500 .951 .800 .953 .923 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1767
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
13 Thru
141
Left
75 Out In Total
255 229 484
Right
85 Thru
342
Left
19 Out Total In
489 446 935
Left
104
Thru
150
Right
26 Out In Total
240 280 520
Left
20 Thru
388
Right
80 Total Out In
459 488 947
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 19 39 2 60 4 84 18 106 23 28 9 60 3 96 14 113
+15 mins. 20 21 3 44 6 70 16 92 24 31 7 62 10 97 18 125 +30 mins. 14 44 4 62 2 93 27 122 29 47 3 79 3 102 23 128 +45 mins. 22 37 4 63 7 95 24 126 28 44 7 79 4 93 25 122 Total Volume 75 141 13 229 19 342 85 446 104 150 26 280 20 388 80 488 % App. Total 32.8 61.6 5.7 4.3 76.7 19.1 37.1 53.6 9.3 4.1 79.5 16.4 PHF .852 .801 .813 .909 .679 .900 .787 .885 .897 .798 .722 .886 .500 .951 .800 .953 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1768
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 4 0 5 1 3 0 4 1 0 0 1 0 0 1 1 11
04:15 PM 0 1 0 1 0 1 1 2 2 0 0 2 0 3 0 3 8
04:30 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 2
04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 2 3
Total 2 6 0 8 1 5 1 7 3 0 0 3 0 5 1 6 24
05:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2
Total 0 1 0 1 0 0 0 0 0 3 0 3 0 1 1 2 6
Grand Total 2 7 0 9 1 5 1 7 3 3 0 6 0 6 2 8 30
Apprch % 22.2 77.8 0 14.3 71.4 14.3 50 50 0 0 75 25
Total % 6.7 23.3 0 30 3.3 16.7 3.3 23.3 10 10 0 20 0 20 6.7 26.7 Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 2 3
05:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 1 0 2 0 0 0 0 0 2 0 2 0 2 1 3 7
% App. Total 50 50 0 0 0 0 0 100 0 0 66.7 33.3
PHF .250 .250 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .250 .250 .375 .583 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1769
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
1 Left
1 Out In Total
2 2 4
Right
0 Thru
0 Left
0 Out Total In
3 0 3
Left
0 Thru
2 Right
0 Out In Total
2 2 4
Left
0 Thru
2 Right
1 Total Out In
0 3 3
Peak Hour Begins at 04:45 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 2
+15 mins. 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 1 0 2 0 0 0 0 0 2 0 2 0 2 1 3
% App. Total 50 50 0 0 0 0 0 100 0 0 66.7 33.3
PHF .250 .250 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .250 .250 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1770
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Apprch % 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 100 0 100 0 0 0 0 0 0 0 0 0 0 0 0
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1771
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1772
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0 0 0 0 0 0 0
Total %
Minnewawa Avenue
Southbound
Shepherd Avenue
Westbound
Minnewawa Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1773
AGENDA ITEM NO. 6.

File Name : 06_CVS_Min_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Minnewawa Avenue
E/W: Shepherd Avenue
Weather: Clear
Minnewawa Avenue
Shepherd Avenue
Shepherd Avenue
Minnewawa Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1774
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Minnewawa Avenue Shepherd Avenue Minnewawa Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0010 1
0000 0
0010 1
0000 0
0000 0
0000 0
0 0 2 02
North Leg East Leg South Leg West Leg
Minnewawa Avenue Shepherd Avenue Minnewawa Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Minnewawa Avenue
Shepherd Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1775
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000110 2
000011000000 2
000000000000 0
100000000000 1
001001120000 5
000000000000 0
010000000000 1
000000100000 1
1 1 1 0 1 2 2 2 0 1 1 0 12
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000010010 2
Shepherd Avenue
TOTAL VOLUMES:

Minnewawa Avenue Shepherd Avenue Minnewawa Avenue Shepherd Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Minnewawa Avenue Shepherd Avenue Minnewawa Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Shepherd Avenue
Minnewawa Avenue
Clovis

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1776
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 5 3 11 16 74 2 92 13 13 3 29 4 39 12 55 187
07:15 AM 3 11 12 26 41 70 8 119 25 15 26 66 2 69 19 90 301 07:30 AM 8 33 30 71 29 79 31 139 29 16 24 69 3 75 39 117 396 07:45 AM 3 21 9 33 21 76 3 100 13 18 22 53 8 107 30 145 331 Total 17 70 54 141 107 299 44 450 80 62 75 217 17 290 100 407 1215 08:00 AM 5 6 16 27 18 69 6 93 13 10 14 37 19 86 30 135 292 08:15 AM 2 11 4 17 14 78 5 97 20 16 16 52 17 63 23 103 269 08:30 AM 6 12 9 27 10 70 1 81 18 6 10 34 10 51 23 84 226 08:45 AM 6 6 12 24 9 79 1 89 13 11 10 34 5 52 26 83 230 Total 19 35 41 95 51 296 13 360 64 43 50 157 51 252 102 405 1017 Grand Total 36 105 95 236 158 595 57 810 144 105 125 374 68 542 202 812 2232 Apprch % 15.3 44.5 40.3 19.5 73.5 7 38.5 28.1 33.4 8.4 66.7 24.9 Total % 1.6 4.7 4.3 10.6 7.1 26.7 2.6 36.3 6.5 4.7 5.6 16.8 3 24.3 9.1 36.4 Passenger Vehicles 30 97 91 218 156 579 54 789 139 93 120 352 63 523 200 786 2145 % Passenger Vehicles 83.3 92.4 95.8 92.4 98.7 97.3 94.7 97.4 96.5 88.6 96 94.1 92.6 96.5 99 96.8 96.1 Large 2 Axle Vehicles 5 4 2 11 2 12 3 17 5 7 3 15 3 11 0 14 57 % Large 2 Axle Vehicles 13.9 3.8 2.1 4.7 1.3 2 5.3 2.1 3.5 6.7 2.4 4 4.4 2 0 1.7 2.6 3 Axle Vehicles 1 2 1 4 0 4 0 4 0 4 1 5 2 8 1 11 24
% 3 Axle Vehicles 2.8 1.9 1.1 1.7 0 0.7 0 0.5 0 3.8 0.8 1.3 2.9 1.5 0.5 1.4 1.1 4+ Axle Trucks 0 2 1 3 0 0 0 0 0 1 1 2 0 0 1 1 6
% 4+ Axle Trucks 0 1.9 1.1 1.3 0 0 0 0 0 1 0.8 0.5 0 0 0.5 0.1 0.3 Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 3 11 12 26 41 70 8 119 25 15 26 66 2 69 19 90 301 07:30 AM 8 33 30 71 29 79 31 139 29 16 24 69 3 75 39 117 396 07:45 AM 3 21 9 33 21 76 3 100 13 18 22 53 8 107 30 145 331 08:00 AM 5 6 16 27 18 69 6 93 13 10 14 37 19 86 30 135 292 Total Volume 19 71 67 157 109 294 48 451 80 59 86 225 32 337 118 487 1320 % App. Total 12.1 45.2 42.7 24.2 65.2 10.6 35.6 26.2 38.2 6.6 69.2 24.2 PHF .594 .538 .558 .553 .665 .930 .387 .811 .690 .819 .827 .815 .421 .787 .756 .840 .833 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1777
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
67 Thru
71 Left
19 Out In Total
139 157 296
Right
48 Thru
294
Left
109
Out Total In
442 451 893
Left
80 Thru
59 Right
86 Out In Total
298 225 523
Left
32 Thru
337
Right
118
Total Out In
441 487 928
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 3 11 12 26 41 70 8 119 25 15 26 66 3 75 39 117 +15 mins. 8 33 30 71 29 79 31 139 29 16 24 69 8 107 30 145 +30 mins. 3 21 9 33 21 76 3 100 13 18 22 53 19 86 30 135 +45 mins. 5 6 16 27 18 69 6 93 13 10 14 37 17 63 23 103 Total Volume 19 71 67 157 109 294 48 451 80 59 86 225 47 331 122 500 % App. Total 12.1 45.2 42.7 24.2 65.2 10.6 35.6 26.2 38.2 9.4 66.2 24.4 PHF .594 .538 .558 .553 .665 .930 .387 .811 .690 .819 .827 .815 .618 .773 .782 .862 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1778
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 3 3 9 15 69 2 86 13 13 2 28 4 39 12 55 178
07:15 AM 3 11 12 26 41 69 8 118 24 13 25 62 2 68 19 89 295 07:30 AM 6 33 30 69 29 79 29 137 28 12 23 63 3 73 39 115 384 07:45 AM 3 19 9 31 20 75 3 98 11 15 22 48 6 100 30 136 313 Total 15 66 54 135 105 292 42 439 76 53 72 201 15 280 100 395 1170 08:00 AM 5 5 13 23 18 66 6 90 13 10 13 36 19 86 30 135 284 08:15 AM 1 10 4 15 14 75 5 94 19 15 15 49 15 60 23 98 256 08:30 AM 5 10 9 24 10 69 1 80 18 6 10 34 10 48 21 79 217 08:45 AM 4 6 11 21 9 77 0 86 13 9 10 32 4 49 26 79 218
Total 15 31 37 83 51 287 12 350 63 40 48 151 48 243 100 391 975 Grand Total 30 97 91 218 156 579 54 789 139 93 120 352 63 523 200 786 2145 Apprch % 13.8 44.5 41.7 19.8 73.4 6.8 39.5 26.4 34.1 8 66.5 25.4 Total % 1.4 4.5 4.2 10.2 7.3 27 2.5 36.8 6.5 4.3 5.6 16.4 2.9 24.4 9.3 36.6 Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 3 11 12 26 41 69 8 118 24 13 25 62 2 68 19 89 295 07:30 AM 6 33 30 69 29 79 29 137 28 12 23 63 3 73 39 115 384 07:45 AM 3 19 9 31 20 75 3 98 11 15 22 48 6 100 30 136 313 08:00 AM 5 5 13 23 18 66 6 90 13 10 13 36 19 86 30 135 284 Total Volume 17 68 64 149 108 289 46 443 76 50 83 209 30 327 118 475 1276 % App. Total 11.4 45.6 43 24.4 65.2 10.4 36.4 23.9 39.7 6.3 68.8 24.8 PHF .708 .515 .533 .540 .659 .915 .397 .808 .679 .833 .830 .829 .395 .818 .756 .873 .831 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1779
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
64 Thru
68 Left
17 Out In Total
126 149 275
Right
46 Thru
289
Left
108
Out Total In
427 443 870
Left
76 Thru
50 Right
83 Out In Total
294 209 503
Left
30 Thru
327
Right
118
Total Out In
429 475 904
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 3 11 12 26 41 69 8 118 24 13 25 62 2 68 19 89
+15 mins. 6 33 30 69 29 79 29 137 28 12 23 63 3 73 39 115 +30 mins. 3 19 9 31 20 75 3 98 11 15 22 48 6 100 30 136 +45 mins. 5 5 13 23 18 66 6 90 13 10 13 36 19 86 30 135 Total Volume 17 68 64 149 108 289 46 443 76 50 83 209 30 327 118 475 % App. Total 11.4 45.6 43 24.4 65.2 10.4 36.4 23.9 39.7 6.3 68.8 24.8 PHF .708 .515 .533 .540 .659 .915 .397 .808 .679 .833 .830 .829 .395 .818 .756 .873 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1780
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 1 5 0 6 0 0 1 1 0 0 0 0 7
07:15 AM 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 1 3
07:30 AM 2 0 0 2 0 0 2 2 1 1 1 3 0 2 0 2 9
07:45 AM 0 1 0 1 1 1 0 2 2 3 0 5 1 4 0 5 13
Total 2 1 0 3 2 6 2 10 4 4 3 11 1 7 0 8 32
08:00 AM 0 1 2 3 0 2 0 2 0 0 0 0 0 0 0 0 5
08:15 AM 1 0 0 1 0 3 0 3 1 1 0 2 2 2 0 4 10
08:30 AM 0 2 0 2 0 1 0 1 0 0 0 0 0 1 0 1 4
08:45 AM 2 0 0 2 0 0 1 1 0 2 0 2 0 1 0 1 6
Total 3 3 2 8 0 6 1 7 1 3 0 4 2 4 0 6 25
Grand Total 5 4 2 11 2 12 3 17 5 7 3 15 3 11 0 14 57
Apprch % 45.5 36.4 18.2 11.8 70.6 17.6 33.3 46.7 20 21.4 78.6 0 Total % 8.8 7 3.5 19.3 3.5 21.1 5.3 29.8 8.8 12.3 5.3 26.3 5.3 19.3 0 24.6 Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 1 3
07:30 AM 2 0 0 2 0 0 2 2 1 1 1 3 0 2 0 2 9
07:45 AM 0 1 0 1 1 1 0 2 2 3 0 5 1 4 0 5 13
08:00 AM 0 1 2 3 0 2 0 2 0 0 0 0 0 0 0 0 5
Total Volume 2 2 2 6 1 3 2 6 4 4 2 10 1 7 0 8 30
% App. Total 33.3 33.3 33.3 16.7 50 33.3 40 40 20 12.5 87.5 0 PHF .250 .500 .250 .500 .250 .375 .250 .750 .500 .333 .500 .500 .250 .438 .000 .400 .577 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1781
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
2 Thru
2 Left
2 Out In Total
7 6 13
Right
2 Thru
3 Left
1 Out Total In
11 6 17
Left
4 Thru
4 Right
2 Out In Total
3 10 13
Left
1 Thru
7 Right
0 Total Out In
9 8 17
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 1
+15 mins. 2 0 0 2 0 0 2 2 1 1 1 3 0 2 0 2
+30 mins. 0 1 0 1 1 1 0 2 2 3 0 5 1 4 0 5
+45 mins. 0 1 2 3 0 2 0 2 0 0 0 0 0 0 0 0
Total Volume 2 2 2 6 1 3 2 6 4 4 2 10 1 7 0 8
% App. Total 33.3 33.3 33.3 16.7 50 33.3 40 40 20 12.5 87.5 0 PHF .250 .500 .250 .500 .250 .375 .250 .750 .500 .333 .500 .500 .250 .438 .000 .400 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1782
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
07:30 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 3 0 4 5
Total 0 2 0 2 0 1 0 1 0 4 0 4 1 3 0 4 11
08:00 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 0 0 0 2
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:30 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 2 1 3 4
08:45 AM 0 0 1 1 0 2 0 2 0 0 0 0 1 2 0 3 6
Total 1 0 1 2 0 3 0 3 0 0 1 1 1 5 1 7 13
Grand Total 1 2 1 4 0 4 0 4 0 4 1 5 2 8 1 11 24
Apprch % 25 50 25 0 100 0 0 80 20 18.2 72.7 9.1
Total % 4.2 8.3 4.2 16.7 0 16.7 0 16.7 0 16.7 4.2 20.8 8.3 33.3 4.2 45.8 Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
07:30 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 3 0 4 5
08:00 AM 0 0 0 0 0 1 0 1 0 0 1 1 0 0 0 0 2
Total Volume 0 1 0 1 0 2 0 2 0 4 1 5 1 3 0 4 12
% App. Total 0 100 0 0 100 0 0 80 20 25 75 0
PHF .000 .250 .000 .250 .000 .500 .000 .500 .000 .500 .250 .625 .250 .250 .000 .250 .600 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1783
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
0 Thru
1 Left
0 Out In Total
5 1 6
Right
0 Thru
2 Left
0 Out Total In
4 2 6
Left
0 Thru
4 Right
1 Out In Total
1 5 6
Left
1 Thru
3 Right
0 Total Out In
2 4 6
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 1 3 0 4
+45 mins. 0 0 0 0 0 1 0 1 0 0 1 1 0 0 0 0
Total Volume 0 1 0 1 0 2 0 2 0 4 1 5 1 3 0 4
% App. Total 0 100 0 0 100 0 0 80 20 25 75 0
PHF .000 .250 .000 .250 .000 .500 .000 .500 .000 .500 .250 .625 .250 .250 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1784
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 1 2 0 0 0 0 0 0 1 1 0 0 1 1 4
Grand Total 0 2 1 3 0 0 0 0 0 1 1 2 0 0 1 1 6
Apprch % 0 66.7 33.3 0 0 0 0 50 50 0 0 100
Total % 0 33.3 16.7 50 0 0 0 0 0 16.7 16.7 33.3 0 0 16.7 16.7 Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 2
% App. Total 0 0 100 0 0 0 0 100 0 0 0 0
PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1785
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
1 Thru
0 Left
0 Out In Total
1 1 2
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
1 Right
0 Out In Total
0 1 1
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0
% App. Total 0 0 100 0 0 0 0 100 0 0 0 0
PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1786
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 11 5 21 16 65 4 85 39 7 14 60 5 66 31 102 268 04:15 PM 2 5 7 14 8 83 9 100 33 10 12 55 3 73 26 102 271 04:30 PM 2 10 4 16 15 75 4 94 29 11 12 52 4 67 26 97 259 04:45 PM 4 7 5 16 17 70 0 87 35 8 21 64 11 79 27 117 284 Total 13 33 21 67 56 293 17 366 136 36 59 231 23 285 110 418 1082 05:00 PM 2 8 4 14 26 65 4 95 35 14 19 68 5 86 29 120 297 05:15 PM 0 6 10 16 17 92 1 110 40 7 14 61 8 92 23 123 310 05:30 PM 4 3 7 14 17 77 2 96 30 15 16 61 8 86 24 118 289 05:45 PM 1 3 4 8 9 76 1 86 25 8 15 48 10 86 18 114 256
Total 7 20 25 52 69 310 8 387 130 44 64 238 31 350 94 475 1152 Grand Total 20 53 46 119 125 603 25 753 266 80 123 469 54 635 204 893 2234 Apprch % 16.8 44.5 38.7 16.6 80.1 3.3 56.7 17.1 26.2 6 71.1 22.8 Total % 0.9 2.4 2.1 5.3 5.6 27 1.1 33.7 11.9 3.6 5.5 21 2.4 28.4 9.1 40 Passenger Vehicles 20 53 46 119 123 599 25 747 265 80 121 466 52 625 202 879 2211 % Passenger Vehicles 100 100 100 100 98.4 99.3 100 99.2 99.6 100 98.4 99.4 96.3 98.4 99 98.4 99 Large 2 Axle Vehicles 0 0 0 0 2 4 0 6 1 0 2 3 2 10 2 14 23 % Large 2 Axle Vehicles 0 0 0 0 1.6 0.7 0 0.8 0.4 0 1.6 0.6 3.7 1.6 1 1.6 1 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 4 7 5 16 17 70 0 87 35 8 21 64 11 79 27 117 284 05:00 PM 2 8 4 14 26 65 4 95 35 14 19 68 5 86 29 120 297 05:15 PM 0 6 10 16 17 92 1 110 40 7 14 61 8 92 23 123 310 05:30 PM 4 3 7 14 17 77 2 96 30 15 16 61 8 86 24 118 289 Total Volume 10 24 26 60 77 304 7 388 140 44 70 254 32 343 103 478 1180 % App. Total 16.7 40 43.3 19.8 78.4 1.8 55.1 17.3 27.6 6.7 71.8 21.5 PHF .625 .750 .650 .938 .740 .826 .438 .882 .875 .733 .833 .934 .727 .932 .888 .972 .952 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1787
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
26 Thru
24 Left
10 Out In Total
83 60 143
Right
7 Thru
304
Left
77 Out Total In
423 388 811
Left
140
Thru
44 Right
70 Out In Total
204 254 458
Left
32 Thru
343
Right
103
Total Out In
470 478 948
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 5 11 5 21 17 70 0 87 35 8 21 64 11 79 27 117
+15 mins. 2 5 7 14 26 65 4 95 35 14 19 68 5 86 29 120
+30 mins. 2 10 4 16 17 92 1 110 40 7 14 61 8 92 23 123
+45 mins. 4 7 5 16 17 77 2 96 30 15 16 61 8 86 24 118
Total Volume 13 33 21 67 77 304 7 388 140 44 70 254 32 343 103 478 % App. Total 19.4 49.3 31.3 19.8 78.4 1.8 55.1 17.3 27.6 6.7 71.8 21.5 PHF .650 .750 .750 .798 .740 .826 .438 .882 .875 .733 .833 .934 .727 .932 .888 .972 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1788
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 11 5 21 14 62 4 80 39 7 13 59 5 65 31 101 261 04:15 PM 2 5 7 14 8 82 9 99 32 10 12 54 3 68 25 96 263
04:30 PM 2 10 4 16 15 75 4 94 29 11 12 52 4 67 26 97 259 04:45 PM 4 7 5 16 17 70 0 87 35 8 21 64 9 76 27 112 279 Total 13 33 21 67 54 289 17 360 135 36 58 229 21 276 109 406 1062 05:00 PM 2 8 4 14 26 65 4 95 35 14 19 68 5 86 29 120 297 05:15 PM 0 6 10 16 17 92 1 110 40 7 13 60 8 92 23 123 309 05:30 PM 4 3 7 14 17 77 2 96 30 15 16 61 8 85 24 117 288 05:45 PM 1 3 4 8 9 76 1 86 25 8 15 48 10 86 17 113 255
Total 7 20 25 52 69 310 8 387 130 44 63 237 31 349 93 473 1149 Grand Total 20 53 46 119 123 599 25 747 265 80 121 466 52 625 202 879 2211 Apprch % 16.8 44.5 38.7 16.5 80.2 3.3 56.9 17.2 26 5.9 71.1 23 Total % 0.9 2.4 2.1 5.4 5.6 27.1 1.1 33.8 12 3.6 5.5 21.1 2.4 28.3 9.1 39.8 Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 4 7 5 16 17 70 0 87 35 8 21 64 9 76 27 112 279 05:00 PM 2 8 4 14 26 65 4 95 35 14 19 68 5 86 29 120 297 05:15 PM 0 6 10 16 17 92 1 110 40 7 13 60 8 92 23 123 309 05:30 PM 4 3 7 14 17 77 2 96 30 15 16 61 8 85 24 117 288 Total Volume 10 24 26 60 77 304 7 388 140 44 69 253 30 339 103 472 1173 % App. Total 16.7 40 43.3 19.8 78.4 1.8 55.3 17.4 27.3 6.4 71.8 21.8 PHF .625 .750 .650 .938 .740 .826 .438 .882 .875 .733 .821 .930 .833 .921 .888 .959 .949 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1789
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
26 Thru
24 Left
10 Out In Total
81 60 141
Right
7 Thru
304
Left
77 Out Total In
418 388 806
Left
140
Thru
44 Right
69 Out In Total
204 253 457
Left
30 Thru
339
Right
103
Total Out In
470 472 942
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 4 7 5 16 17 70 0 87 35 8 21 64 9 76 27 112
+15 mins. 2 8 4 14 26 65 4 95 35 14 19 68 5 86 29 120
+30 mins. 0 6 10 16 17 92 1 110 40 7 13 60 8 92 23 123
+45 mins. 4 3 7 14 17 77 2 96 30 15 16 61 8 85 24 117
Total Volume 10 24 26 60 77 304 7 388 140 44 69 253 30 339 103 472 % App. Total 16.7 40 43.3 19.8 78.4 1.8 55.3 17.4 27.3 6.4 71.8 21.8 PHF .625 .750 .650 .938 .740 .826 .438 .882 .875 .733 .821 .930 .833 .921 .888 .959 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1790
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 2 3 0 5 0 0 1 1 0 1 0 1 7
04:15 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 5 1 6 8
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 5 5
Total 0 0 0 0 2 4 0 6 1 0 1 2 2 9 1 12 20
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
Total 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 2 3
Grand Total 0 0 0 0 2 4 0 6 1 0 2 3 2 10 2 14 23
Apprch % 0 0 0 33.3 66.7 0 33.3 0 66.7 14.3 71.4 14.3
Total % 0 0 0 0 8.7 17.4 0 26.1 4.3 0 8.7 13 8.7 43.5 8.7 60.9 Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 5 5
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 2 4 0 6 7
% App. Total 0 0 0 0 0 0 0 0 100 33.3 66.7 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .250 .333 .000 .300 .350 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1791
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
2 0 2
Right
0 Thru
0 Left
0 Out Total In
5 0 5
Left
0 Thru
0 Right
1 Out In Total
0 1 1
Left
2 Thru
4 Right
0 Total Out In
0 6 6
Peak Hour Begins at 04:45 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 5
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 2 4 0 6
% App. Total 0 0 0 0 0 0 0 0 100 33.3 66.7 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .250 .333 .000 .300 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1792
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0 0 0 0 0 0 0
Total %
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1793
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1794
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0 0 0 0 0 0 0
Total %
Clovis Avenue
Southbound
Shepherd Avenue
Westbound
Clovis Avenue
Northbound
Shepherd Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1795
AGENDA ITEM NO. 6.

File Name : 08_CVS_Clo_Shep PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Shepherd Avenue
Weather: Clear
Clovis Avenue
Shepherd Avenue
Shepherd Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1796
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Clovis Avenue Shepherd Avenue Clovis Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0010 1
0000 0
1000 1
0001 1
0000 0
0000 0
2010 3
3000 3
6 0 2 19
North Leg East Leg South Leg West Leg
Clovis Avenue Shepherd Avenue Clovis Avenue Shepherd Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0010 1
0000 0
0010 1
0000 0
0010 1
0 0 3 03
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Clovis Avenue
Shepherd Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1797
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000010000010 2
000010000000 1
000000000000 0
000000000010 1
000010000000 1
000000000000 0
000000000020 2
000000000000 0
000030000040 7
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
Shepherd Avenue
TOTAL VOLUMES:

Clovis Avenue Shepherd Avenue Clovis Avenue Shepherd Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Clovis Avenue Shepherd Avenue Clovis Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Shepherd Avenue
Clovis Avenue
Clovis

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1798
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 44 17 61 22 37 59 3 24 27 147
07:15 AM 51 53 104 79 55 134 15 33 48 286
07:30 AM 75 70 145 110 53 163 19 76 95 403
07:45 AM 78 29 107 43 54 97 22 70 92 296
Total 248 169 417 254 199 453 59 203 262 1132
08:00 AM 69 31 100 31 47 78 17 43 60 238
08:15 AM 75 20 95 19 52 71 24 53 77 243
08:30 AM 48 12 60 17 44 61 7 27 34 155
08:45 AM 57 10 67 12 34 46 5 16 21 134
Total 249 73 322 79 177 256 53 139 192 770
Grand Total 497 242 739 333 376 709 112 342 454 1902
Apprch % 67.3 32.7 47 53 24.7 75.3
Total % 26.1 12.7 38.9 17.5 19.8 37.3 5.9 18 23.9
Passenger Vehicles 486 237 723 333 360 693 110 339 449 1865 % Passenger Vehicles 97.8 97.9 97.8 100 95.7 97.7 98.2 99.1 98.9 98.1 Large 2 Axle Vehicles 4 1 5 0 11 11 2 1 3 19
% Large 2 Axle Vehicles 0.8 0.4 0.7 0 2.9 1.6 1.8 0.3 0.7 1 3 Axle Vehicles 4 2 6 0 2 2 0 2 2 10
% 3 Axle Vehicles 0.8 0.8 0.8 0 0.5 0.3 0 0.6 0.4 0.5
4+ Axle Trucks 3 2 5 0 3 3 0 0 0 8
% 4+ Axle Trucks 0.6 0.8 0.7 0 0.8 0.4 0 0 0 0.4
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 51 53 104 79 55 134 15 33 48 286
07:30 AM 75 70 145 110 53 163 19 76 95 403
07:45 AM 78 29 107 43 54 97 22 70 92 296
08:00 AM 69 31 100 31 47 78 17 43 60 238
Total Volume 273 183 456 263 209 472 73 222 295 1223
% App. Total 59.9 40.1 55.7 44.3 24.7 75.3
PHF .875 .654 .786 .598 .950 .724 .830 .730 .776 .759
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1799
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
183
Thru
273
Out In Total
282 456 738
Left
263
Thru
209
Out In Total
495 472 967
Left
73 Right
222
Total Out In
446 295 741
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:30 AM
+0 mins. 51 53 104 79 55 134 19 76 95
+15 mins. 75 70 145 110 53 163 22 70 92
+30 mins. 78 29 107 43 54 97 17 43 60
+45 mins. 69 31 100 31 47 78 24 53 77
Total Volume 273 183 456 263 209 472 82 242 324
% App. Total 59.9 40.1 55.7 44.3 25.3 74.7
PHF .875 .654 .786 .598 .950 .724 .854 .796 .853
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1800
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 43 16 59 22 35 57 2 24 26 142
07:15 AM 50 53 103 79 54 133 14 32 46 282
07:30 AM 74 70 144 110 50 160 19 76 95 399
07:45 AM 76 29 105 43 50 93 22 69 91 289
Total 243 168 411 254 189 443 57 201 258 1112
08:00 AM 68 29 97 31 46 77 17 43 60 234
08:15 AM 74 19 93 19 49 68 24 52 76 237
08:30 AM 46 11 57 17 43 60 7 27 34 151
08:45 AM 55 10 65 12 33 45 5 16 21 131
Total 243 69 312 79 171 250 53 138 191 753
Grand Total 486 237 723 333 360 693 110 339 449 1865
Apprch % 67.2 32.8 48.1 51.9 24.5 75.5
Total % 26.1 12.7 38.8 17.9 19.3 37.2 5.9 18.2 24.1
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 50 53 103 79 54 133 14 32 46 282
07:30 AM 74 70 144 110 50 160 19 76 95 399
07:45 AM 76 29 105 43 50 93 22 69 91 289
08:00 AM 68 29 97 31 46 77 17 43 60 234
Total Volume 268 181 449 263 200 463 72 220 292 1204
% App. Total 59.7 40.3 56.8 43.2 24.7 75.3
PHF .882 .646 .780 .598 .926 .723 .818 .724 .768 .754
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1801
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
181
Thru
268
Out In Total
272 449 721
Left
263
Thru
200
Out In Total
488 463 951
Left
72 Right
220
Total Out In
444 292 736
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 50 53 103 79 54 133 14 32 46
+15 mins. 74 70 144 110 50 160 19 76 95
+30 mins. 76 29 105 43 50 93 22 69 91
+45 mins. 68 29 97 31 46 77 17 43 60
Total Volume 268 181 449 263 200 463 72 220 292
% App. Total 59.7 40.3 56.8 43.2 24.7 75.3
PHF .882 .646 .780 .598 .926 .723 .818 .724 .768
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1802
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 1 0 1 0 1 1 1 0 1 3
07:15 AM 0 0 0 0 1 1 1 0 1 2
07:30 AM 0 0 0 0 2 2 0 0 0 2
07:45 AM 1 0 1 0 4 4 0 0 0 5
Total 2 0 2 0 8 8 2 0 2 12
08:00 AM 1 1 2 0 0 0 0 0 0 2
08:15 AM 0 0 0 0 1 1 0 1 1 2
08:30 AM 0 0 0 0 1 1 0 0 0 1
08:45 AM 1 0 1 0 1 1 0 0 0 2
Total 2 1 3 0 3 3 0 1 1 7
Grand Total 4 1 5 0 11 11 2 1 3 19
Apprch % 80 20 0 100 66.7 33.3
Total % 21.1 5.3 26.3 0 57.9 57.9 10.5 5.3 15.8
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 1 1 1 0 1 2
07:30 AM 0 0 0 0 2 2 0 0 0 2
07:45 AM 1 0 1 0 4 4 0 0 0 5
08:00 AM 1 1 2 0 0 0 0 0 0 2
Total Volume 2 1 3 0 7 7 1 0 1 11
% App. Total 66.7 33.3 0 100 100 0
PHF .500 .250 .375 .000 .438 .438 .250 .000 .250 .550
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1803
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
1 Thru
2 Out In Total
8 3 11
Left
0 Thru
7 Out In Total
2 7 9
Left
1 Right
0 Total Out In
1 1 2
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 1 1 1 0 1
+15 mins. 0 0 0 0 2 2 0 0 0
+30 mins. 1 0 1 0 4 4 0 0 0
+45 mins. 1 1 2 0 0 0 0 0 0
Total Volume 2 1 3 0 7 7 1 0 1
% App. Total 66.7 33.3 0 100 100 0
PHF .500 .250 .375 .000 .438 .438 .250 .000 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1804
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 1 1 1
07:30 AM 1 0 1 0 0 0 0 0 0 1
07:45 AM 1 0 1 0 0 0 0 1 1 2
Total 2 0 2 0 0 0 0 2 2 4
08:00 AM 0 1 1 0 1 1 0 0 0 2
08:15 AM 0 0 0 0 1 1 0 0 0 1
08:30 AM 2 1 3 0 0 0 0 0 0 3
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 2 2 4 0 2 2 0 0 0 6
Grand Total 4 2 6 0 2 2 0 2 2 10
Apprch % 66.7 33.3 0 100 0 100
Total % 40 20 60 0 20 20 0 20 20
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 1 1 1
07:30 AM 1 0 1 0 0 0 0 0 0 1
07:45 AM 1 0 1 0 0 0 0 1 1 2
08:00 AM 0 1 1 0 1 1 0 0 0 2
Total Volume 2 1 3 0 1 1 0 2 2 6
% App. Total 66.7 33.3 0 100 0 100
PHF .500 .250 .750 .000 .250 .250 .000 .500 .500 .750
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1805
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
1 Thru
2 Out In Total
1 3 4
Left
0 Thru
1 Out In Total
4 1 5
Left
0 Right
2 Total Out In
1 2 3
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 1 1
+15 mins. 1 0 1 0 0 0 0 0 0
+30 mins. 1 0 1 0 0 0 0 1 1
+45 mins. 0 1 1 0 1 1 0 0 0
Total Volume 2 1 3 0 1 1 0 2 2
% App. Total 66.7 33.3 0 100 0 100
PHF .500 .250 .750 .000 .250 .250 .000 .500 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1806
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 1 1 0 1 1 0 0 0 2
07:15 AM 1 0 1 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 1 1 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 1 1 2 0 2 2 0 0 0 4
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 1 1 2 0 1 1 0 0 0 3
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 1 0 1 0 0 0 0 0 0 1
Total 2 1 3 0 1 1 0 0 0 4
Grand Total 3 2 5 0 3 3 0 0 0 8
Apprch % 60 40 0 100 0 0
Total % 37.5 25 62.5 0 37.5 37.5 0 0 0
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 0 1 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 1 1 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 0 1 1 0 0 0 2
% App. Total 100 0 0 100 0 0
PHF .250 .000 .250 .000 .250 .250 .000 .000 .000 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1807
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
0 Thru
1 Out In Total
1 1 2
Left
0 Thru
1 Out In Total
1 1 2
Left
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 1 0 1 0 0 0 0 0 0
+15 mins. 0 0 0 0 1 1 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 0 1 1 0 0 0
% App. Total 100 0 0 100 0 0
PHF .250 .000 .250 .000 .250 .250 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1808
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 56 7 63 38 71 109 17 19 36 208
04:15 PM 52 7 59 19 68 87 13 21 34 180
04:30 PM 48 14 62 37 71 108 10 12 22 192
04:45 PM 54 16 70 29 73 102 14 22 36 208
Total 210 44 254 123 283 406 54 74 128 788
05:00 PM 78 15 93 54 72 126 23 31 54 273
05:15 PM 43 15 58 36 74 110 20 22 42 210
05:30 PM 45 7 52 28 67 95 14 25 39 186
05:45 PM 34 8 42 25 68 93 15 25 40 175
Total 200 45 245 143 281 424 72 103 175 844
Grand Total 410 89 499 266 564 830 126 177 303 1632
Apprch % 82.2 17.8 32 68 41.6 58.4
Total % 25.1 5.5 30.6 16.3 34.6 50.9 7.7 10.8 18.6
Passenger Vehicles 408 89 497 261 563 824 125 175 300 1621 % Passenger Vehicles 99.5 100 99.6 98.1 99.8 99.3 99.2 98.9 99 99.3 Large 2 Axle Vehicles 2 0 2 3 1 4 1 1 2 8
% Large 2 Axle Vehicles 0.5 0 0.4 1.1 0.2 0.5 0.8 0.6 0.7 0.5 3 Axle Vehicles 0 0 0 2 0 2 0 1 1 3
% 3 Axle Vehicles 0 0 0 0.8 0 0.2 0 0.6 0.3 0.2
4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 48 14 62 37 71 108 10 12 22 192
04:45 PM 54 16 70 29 73 102 14 22 36 208
05:00 PM 78 15 93 54 72 126 23 31 54 273
05:15 PM 43 15 58 36 74 110 20 22 42 210
Total Volume 223 60 283 156 290 446 67 87 154 883
% App. Total 78.8 21.2 35 65 43.5 56.5
PHF .715 .938 .761 .722 .980 .885 .728 .702 .713 .809
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1809
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
60 Thru
223
Out In Total
357 283 640
Left
156
Thru
290
Out In Total
310 446 756
Left
67 Right
87 Total Out In
216 154 370
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 05:00 PM
+0 mins. 52 7 59 37 71 108 23 31 54
+15 mins. 48 14 62 29 73 102 20 22 42
+30 mins. 54 16 70 54 72 126 14 25 39
+45 mins. 78 15 93 36 74 110 15 25 40
Total Volume 232 52 284 156 290 446 72 103 175
% App. Total 81.7 18.3 35 65 41.1 58.9
PHF .744 .813 .763 .722 .980 .885 .783 .831 .810
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1810
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 55 7 62 36 71 107 17 17 34 203
04:15 PM 51 7 58 19 67 86 13 21 34 178
04:30 PM 48 14 62 37 71 108 10 12 22 192
04:45 PM 54 16 70 28 73 101 14 22 36 207
Total 208 44 252 120 282 402 54 72 126 780
05:00 PM 78 15 93 53 72 125 23 31 54 272
05:15 PM 43 15 58 35 74 109 19 22 41 208
05:30 PM 45 7 52 28 67 95 14 25 39 186
05:45 PM 34 8 42 25 68 93 15 25 40 175
Total 200 45 245 141 281 422 71 103 174 841
Grand Total 408 89 497 261 563 824 125 175 300 1621
Apprch % 82.1 17.9 31.7 68.3 41.7 58.3
Total % 25.2 5.5 30.7 16.1 34.7 50.8 7.7 10.8 18.5
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 48 14 62 37 71 108 10 12 22 192
04:45 PM 54 16 70 28 73 101 14 22 36 207
05:00 PM 78 15 93 53 72 125 23 31 54 272
05:15 PM 43 15 58 35 74 109 19 22 41 208
Total Volume 223 60 283 153 290 443 66 87 153 879
% App. Total 78.8 21.2 34.5 65.5 43.1 56.9
PHF .715 .938 .761 .722 .980 .886 .717 .702 .708 .808
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1811
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
60 Thru
223
Out In Total
356 283 639
Left
153
Thru
290
Out In Total
310 443 753
Left
66 Right
87 Total Out In
213 153 366
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 48 14 62 37 71 108 10 12 22
+15 mins. 54 16 70 28 73 101 14 22 36
+30 mins. 78 15 93 53 72 125 23 31 54
+45 mins. 43 15 58 35 74 109 19 22 41
Total Volume 223 60 283 153 290 443 66 87 153
% App. Total 78.8 21.2 34.5 65.5 43.1 56.9
PHF .715 .938 .761 .722 .980 .886 .717 .702 .708
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1812
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 0 0 0 1 1 2
04:15 PM 1 0 1 0 1 1 0 0 0 2
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 1 0 1 0 0 0 1
Total 2 0 2 1 1 2 0 1 1 5
05:00 PM 0 0 0 1 0 1 0 0 0 1
05:15 PM 0 0 0 1 0 1 1 0 1 2
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 2 0 2 1 0 1 3
Grand Total 2 0 2 3 1 4 1 1 2 8
Apprch % 100 0 75 25 50 50
Total % 25 0 25 37.5 12.5 50 12.5 12.5 25
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 1 0 1 0 0 0 1
05:00 PM 0 0 0 1 0 1 0 0 0 1
05:15 PM 0 0 0 1 0 1 1 0 1 2
Total Volume 0 0 0 3 0 3 1 0 1 4
% App. Total 0 0 100 0 100 0
PHF .000 .000 .000 .750 .000 .750 .250 .000 .250 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1813
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
0 Thru
0 Out In Total
1 0 1
Left
3 Thru
0 Out In Total
0 3 3
Left
1 Right
0 Total Out In
3 1 4
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 1 0 1 0 0 0
+30 mins. 0 0 0 1 0 1 0 0 0
+45 mins. 0 0 0 1 0 1 1 0 1
Total Volume 0 0 0 3 0 3 1 0 1
% App. Total 0 0 100 0 100 0
PHF .000 .000 .000 .750 .000 .750 .250 .000 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1814
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 0 0 0 2 0 2 0 1 1 3
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 2 0 2 0 1 1 3
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 2 0 2 0 1 1 3
Apprch % 0 0 100 0 0 100
Total % 0 0 0 66.7 0 66.7 0 33.3 33.3
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1815
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
0 Thru
0 Out In Total
0 0 0
Left
0 Thru
0 Out In Total
0 0 0
Left
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1816
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Clovis Avenue
Southbound
Clovis Avenue
Northbound
Teague Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1817
AGENDA ITEM NO. 6.

File Name : 09_CVS_Clo_Teag PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Teague Avenue
Weather: Clear
Clovis Avenue
Teague Avenue
Clovis Avenue
Right
0 Thru
0 Out In Total
0 0 0
Left
0 Thru
0 Out In Total
0 0 0
Left
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1818
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Clovis Avenue Teague Avenue Clovis Avenue Teague Avenue Pedestrians Pedestrians Pedestrians Pedestrians
1010 2
3020 5
0001 1
0000 0
0 0 930 39
1 0 14 7 22
2000 2
2000 2
9 0 26 38 73
North Leg East Leg South Leg West Leg
Clovis Avenue Teague Avenue Clovis Avenue Teague Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0001 1
2000 2
2 0 0 13
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Clovis Avenue
Teague Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1819
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 001000000000 1
000000000000 0
002000000000 2
012000000100 4
002000110300 7
001000000000 1
002000100000 3
000000000000 0
0 1 10 0 0 0 2 1 0 4 0 0 18
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000200 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000001 1
000000000000 0
000000100000 1
000000100201 4
Teague Avenue
TOTAL VOLUMES:

Clovis Avenue Teague Avenue Clovis Avenue Teague Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Clovis Avenue Teague Avenue Clovis Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Teague Avenue
Clovis Avenue
Clovis

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1820
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 76 5 82 6 52 16 74 7 53 5 65 1 42 18 61 282
07:15 AM 8 83 6 97 6 130 47 183 16 80 7 103 4 53 29 86 469 07:30 AM 27 128 6 161 15 88 86 189 16 81 3 100 8 71 54 133 583 07:45 AM 27 115 7 149 7 62 27 96 20 71 3 94 11 111 68 190 529 Total 63 402 24 489 34 332 176 542 59 285 18 362 24 277 169 470 1863 08:00 AM 8 90 23 121 7 83 20 110 18 62 7 87 7 71 43 121 439 08:15 AM 14 98 19 131 10 92 12 114 14 49 2 65 4 34 33 71 381 08:30 AM 8 82 12 102 4 65 9 78 17 46 5 68 4 48 32 84 332 08:45 AM 3 70 2 75 6 71 6 83 11 39 3 53 6 41 35 82 293
Total 33 340 56 429 27 311 47 385 60 196 17 273 21 194 143 358 1445 Grand Total 96 742 80 918 61 643 223 927 119 481 35 635 45 471 312 828 3308 Apprch % 10.5 80.8 8.7 6.6 69.4 24.1 18.7 75.7 5.5 5.4 56.9 37.7 Total % 2.9 22.4 2.4 27.8 1.8 19.4 6.7 28 3.6 14.5 1.1 19.2 1.4 14.2 9.4 25 Passenger Vehicles 94 732 78 904 61 635 223 919 117 466 34 617 44 464 305 813 3253 % Passenger Vehicles 97.9 98.7 97.5 98.5 100 98.8 100 99.1 98.3 96.9 97.1 97.2 97.8 98.5 97.8 98.2 98.3 Large 2 Axle Vehicles 2 5 1 8 0 7 0 7 1 13 1 15 1 6 7 14 44 % Large 2 Axle Vehicles 2.1 0.7 1.2 0.9 0 1.1 0 0.8 0.8 2.7 2.9 2.4 2.2 1.3 2.2 1.7 1.3 3 Axle Vehicles 0 2 1 3 0 1 0 1 1 0 0 1 0 1 0 1 6
% 3 Axle Vehicles 0 0.3 1.2 0.3 0 0.2 0 0.1 0.8 0 0 0.2 0 0.2 0 0.1 0.2 4+ Axle Trucks 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5
% 4+ Axle Trucks 0 0.4 0 0.3 0 0 0 0 0 0.4 0 0.3 0 0 0 0 0.2 Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 8 83 6 97 6 130 47 183 16 80 7 103 4 53 29 86 469 07:30 AM 27 128 6 161 15 88 86 189 16 81 3 100 8 71 54 133 583 07:45 AM 27 115 7 149 7 62 27 96 20 71 3 94 11 111 68 190 529 08:00 AM 8 90 23 121 7 83 20 110 18 62 7 87 7 71 43 121 439 Total Volume 70 416 42 528 35 363 180 578 70 294 20 384 30 306 194 530 2020 % App. Total 13.3 78.8 8 6.1 62.8 31.1 18.2 76.6 5.2 5.7 57.7 36.6 PHF .648 .813 .457 .820 .583 .698 .523 .765 .875 .907 .714 .932 .682 .689 .713 .697 .866 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1821
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
42 Thru
416
Left
70 Out In Total
504 528 1032
Right
180
Thru
363
Left
35 Out Total In
396 578 974
Left
70 Thru
294
Right
20 Out In Total
645 384 1029
Left
30 Thru
306
Right
194
Total Out In
475 530 1005
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 27 128 6 161 6 130 47 183 16 80 7 103 4 53 29 86 +15 mins. 27 115 7 149 15 88 86 189 16 81 3 100 8 71 54 133 +30 mins. 8 90 23 121 7 62 27 96 20 71 3 94 11 111 68 190 +45 mins. 14 98 19 131 7 83 20 110 18 62 7 87 7 71 43 121 Total Volume 76 431 55 562 35 363 180 578 70 294 20 384 30 306 194 530 % App. Total 13.5 76.7 9.8 6.1 62.8 31.1 18.2 76.6 5.2 5.7 57.7 36.6 PHF .704 .842 .598 .873 .583 .698 .523 .765 .875 .907 .714 .932 .682 .689 .713 .697 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1822
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 75 5 81 6 52 16 74 7 52 5 64 1 41 18 60 279
07:15 AM 8 82 5 95 6 127 47 180 16 77 7 100 4 51 27 82 457 07:30 AM 27 127 6 160 15 88 86 189 15 79 3 97 8 70 53 131 577 07:45 AM 27 114 7 148 7 61 27 95 20 67 3 90 11 111 67 189 522 Total 63 398 23 484 34 328 176 538 58 275 18 351 24 273 165 462 1835 08:00 AM 7 88 22 117 7 83 20 110 18 61 6 85 7 70 42 119 431 08:15 AM 14 98 19 131 10 92 12 114 13 46 2 61 4 33 32 69 375 08:30 AM 8 81 12 101 4 63 9 76 17 45 5 67 4 48 32 84 328 08:45 AM 2 67 2 71 6 69 6 81 11 39 3 53 5 40 34 79 284
Total 31 334 55 420 27 307 47 381 59 191 16 266 20 191 140 351 1418 Grand Total 94 732 78 904 61 635 223 919 117 466 34 617 44 464 305 813 3253 Apprch % 10.4 81 8.6 6.6 69.1 24.3 19 75.5 5.5 5.4 57.1 37.5 Total % 2.9 22.5 2.4 27.8 1.9 19.5 6.9 28.3 3.6 14.3 1 19 1.4 14.3 9.4 25 Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 8 82 5 95 6 127 47 180 16 77 7 100 4 51 27 82 457 07:30 AM 27 127 6 160 15 88 86 189 15 79 3 97 8 70 53 131 577 07:45 AM 27 114 7 148 7 61 27 95 20 67 3 90 11 111 67 189 522 08:00 AM 7 88 22 117 7 83 20 110 18 61 6 85 7 70 42 119 431 Total Volume 69 411 40 520 35 359 180 574 69 284 19 372 30 302 189 521 1987 % App. Total 13.3 79 7.7 6.1 62.5 31.4 18.5 76.3 5.1 5.8 58 36.3 PHF .639 .809 .455 .813 .583 .707 .523 .759 .863 .899 .679 .930 .682 .680 .705 .689 .861 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1823
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
40 Thru
411
Left
69 Out In Total
494 520 1014
Right
180
Thru
359
Left
35 Out Total In
390 574 964
Left
69 Thru
284
Right
19 Out In Total
635 372 1007
Left
30 Thru
302
Right
189
Total Out In
468 521 989
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 8 82 5 95 6 127 47 180 16 77 7 100 4 51 27 82
+15 mins. 27 127 6 160 15 88 86 189 15 79 3 97 8 70 53 131 +30 mins. 27 114 7 148 7 61 27 95 20 67 3 90 11 111 67 189 +45 mins. 7 88 22 117 7 83 20 110 18 61 6 85 7 70 42 119 Total Volume 69 411 40 520 35 359 180 574 69 284 19 372 30 302 189 521 % App. Total 13.3 79 7.7 6.1 62.5 31.4 18.5 76.3 5.1 5.8 58 36.3 PHF .639 .809 .455 .813 .583 .707 .523 .759 .863 .899 .679 .930 .682 .680 .705 .689 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1824
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:15 AM 0 0 0 0 0 3 0 3 0 3 0 3 0 2 2 4 10
07:30 AM 0 0 0 0 0 0 0 0 1 1 0 2 0 1 1 2 4
07:45 AM 0 0 0 0 0 1 0 1 0 4 0 4 0 0 1 1 6
Total 0 1 0 1 0 4 0 4 1 9 0 10 0 3 4 7 22
08:00 AM 1 1 1 3 0 0 0 0 0 1 1 2 0 1 1 2 7
08:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 1 1 2 4
08:30 AM 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 3
08:45 AM 1 2 0 3 0 2 0 2 0 0 0 0 1 1 1 3 8
Total 2 4 1 7 0 3 0 3 0 4 1 5 1 3 3 7 22
Grand Total 2 5 1 8 0 7 0 7 1 13 1 15 1 6 7 14 44
Apprch % 25 62.5 12.5 0 100 0 6.7 86.7 6.7 7.1 42.9 50
Total % 4.5 11.4 2.3 18.2 0 15.9 0 15.9 2.3 29.5 2.3 34.1 2.3 13.6 15.9 31.8 Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 3 0 3 0 3 0 3 0 2 2 4 10
07:30 AM 0 0 0 0 0 0 0 0 1 1 0 2 0 1 1 2 4
07:45 AM 0 0 0 0 0 1 0 1 0 4 0 4 0 0 1 1 6
08:00 AM 1 1 1 3 0 0 0 0 0 1 1 2 0 1 1 2 7
Total Volume 1 1 1 3 0 4 0 4 1 9 1 11 0 4 5 9 27
% App. Total 33.3 33.3 33.3 0 100 0 9.1 81.8 9.1 0 44.4 55.6 PHF .250 .250 .250 .250 .000 .333 .000 .333 .250 .563 .250 .688 .000 .500 .625 .563 .675 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1825
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
1 Thru
1 Left
1 Out In Total
9 3 12
Right
0 Thru
4 Left
0 Out Total In
6 4 10
Left
1 Thru
9 Right
1 Out In Total
6 11 17
Left
0 Thru
4 Right
5 Total Out In
6 9 15
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 3 0 3 0 3 0 3 0 2 2 4
+15 mins. 0 0 0 0 0 0 0 0 1 1 0 2 0 1 1 2
+30 mins. 0 0 0 0 0 1 0 1 0 4 0 4 0 0 1 1
+45 mins. 1 1 1 3 0 0 0 0 0 1 1 2 0 1 1 2
Total Volume 1 1 1 3 0 4 0 4 1 9 1 11 0 4 5 9
% App. Total 33.3 33.3 33.3 0 100 0 9.1 81.8 9.1 0 44.4 55.6 PHF .250 .250 .250 .250 .000 .333 .000 .333 .250 .563 .250 .688 .000 .500 .625 .563 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1826
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 1 3 0 0 0 0 0 0 0 0 0 1 0 1 4
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2
Grand Total 0 2 1 3 0 1 0 1 1 0 0 1 0 1 0 1 6
Apprch % 0 66.7 33.3 0 100 0 100 0 0 0 100 0
Total % 0 33.3 16.7 50 0 16.7 0 16.7 16.7 0 0 16.7 0 16.7 0 16.7 Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 1 3 0 0 0 0 0 0 0 0 0 0 0 0 3
% App. Total 0 66.7 33.3 0 0 0 0 0 0 0 0 0
PHF .000 .500 .250 .750 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1827
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
1 Thru
2 Left
0 Out In Total
0 3 3
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
2 0 2
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 1 3 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 66.7 33.3 0 0 0 0 0 0 0 0 0
PHF .000 .500 .250 .750 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1828
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
Grand Total 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 60 0 60 0 0 0 0 0 40 0 40 0 0 0 0
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1829
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
0 Thru
2 Left
0 Out In Total
1 2 3
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
1 Right
0 Out In Total
2 1 3
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1830
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 6 67 4 77 2 65 17 84 17 99 6 122 4 106 45 155 438 04:15 PM 7 75 8 90 4 56 9 69 41 84 6 131 4 88 41 133 423 04:30 PM 4 56 10 70 4 67 23 94 27 86 14 127 8 85 40 133 424 04:45 PM 8 55 10 73 3 79 19 101 32 86 10 128 6 103 77 186 488 Total 25 253 32 310 13 267 68 348 117 355 36 508 22 382 203 607 1773 05:00 PM 13 87 5 105 4 108 19 131 31 120 9 160 6 93 50 149 545 05:15 PM 11 55 3 69 9 111 16 136 26 116 16 158 3 110 61 174 537 05:30 PM 11 56 9 76 5 87 21 113 35 78 11 124 7 109 61 177 490 05:45 PM 12 44 5 61 5 74 13 92 18 73 11 102 9 88 44 141 396 Total 47 242 22 311 23 380 69 472 110 387 47 544 25 400 216 641 1968 Grand Total 72 495 54 621 36 647 137 820 227 742 83 1052 47 782 419 1248 3741 Apprch % 11.6 79.7 8.7 4.4 78.9 16.7 21.6 70.5 7.9 3.8 62.7 33.6 Total % 1.9 13.2 1.4 16.6 1 17.3 3.7 21.9 6.1 19.8 2.2 28.1 1.3 20.9 11.2 33.4 Passenger Vehicles 70 492 54 616 36 644 135 815 225 739 81 1045 47 774 417 1238 3714 % Passenger Vehicles 97.2 99.4 100 99.2 100 99.5 98.5 99.4 99.1 99.6 97.6 99.3 100 99 99.5 99.2 99.3 Large 2 Axle Vehicles 1 3 0 4 0 2 1 3 2 2 2 6 0 8 2 10 23 % Large 2 Axle Vehicles 1.4 0.6 0 0.6 0 0.3 0.7 0.4 0.9 0.3 2.4 0.6 0 1 0.5 0.8 0.6 3 Axle Vehicles 1 0 0 1 0 1 1 2 0 1 0 1 0 0 0 0 4
% 3 Axle Vehicles 1.4 0 0 0.2 0 0.2 0.7 0.2 0 0.1 0 0.1 0 0 0 0 0.1 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 8 55 10 73 3 79 19 101 32 86 10 128 6 103 77 186 488 05:00 PM 13 87 5 105 4 108 19 131 31 120 9 160 6 93 50 149 545 05:15 PM 11 55 3 69 9 111 16 136 26 116 16 158 3 110 61 174 537 05:30 PM 11 56 9 76 5 87 21 113 35 78 11 124 7 109 61 177 490 Total Volume 43 253 27 323 21 385 75 481 124 400 46 570 22 415 249 686 2060 % App. Total 13.3 78.3 8.4 4.4 80 15.6 21.8 70.2 8.1 3.2 60.5 36.3 PHF .827 .727 .675 .769 .583 .867 .893 .884 .886 .833 .719 .891 .786 .943 .808 .922 .945 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1831
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
27 Thru
253
Left
43 Out In Total
497 323 820
Right
75 Thru
385
Left
21 Out Total In
504 481 985
Left
124
Thru
400
Right
46 Out In Total
523 570 1093
Left
22 Thru
415
Right
249
Total Out In
536 686 1222
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:45 PM 04:30 PM 04:45 PM
+0 mins. 7 75 8 90 3 79 19 101 27 86 14 127 6 103 77 186 +15 mins. 4 56 10 70 4 108 19 131 32 86 10 128 6 93 50 149 +30 mins. 8 55 10 73 9 111 16 136 31 120 9 160 3 110 61 174 +45 mins. 13 87 5 105 5 87 21 113 26 116 16 158 7 109 61 177 Total Volume 32 273 33 338 21 385 75 481 116 408 49 573 22 415 249 686 % App. Total 9.5 80.8 9.8 4.4 80 15.6 20.2 71.2 8.6 3.2 60.5 36.3 PHF .615 .784 .825 .805 .583 .867 .893 .884 .906 .850 .766 .895 .786 .943 .808 .922 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1832
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 65 4 74 2 64 16 82 17 98 6 121 4 102 45 151 428 04:15 PM 6 74 8 88 4 56 9 69 41 84 6 131 4 88 40 132 420 04:30 PM 4 56 10 70 4 67 23 94 26 86 14 126 8 82 40 130 420 04:45 PM 8 55 10 73 3 78 18 99 32 86 10 128 6 103 76 185 485 Total 23 250 32 305 13 265 66 344 116 354 36 506 22 375 201 598 1753 05:00 PM 13 87 5 105 4 107 19 130 31 119 9 159 6 93 50 149 543 05:15 PM 11 55 3 69 9 111 16 136 26 115 14 155 3 109 61 173 533 05:30 PM 11 56 9 76 5 87 21 113 34 78 11 123 7 109 61 177 489 05:45 PM 12 44 5 61 5 74 13 92 18 73 11 102 9 88 44 141 396 Total 47 242 22 311 23 379 69 471 109 385 45 539 25 399 216 640 1961 Grand Total 70 492 54 616 36 644 135 815 225 739 81 1045 47 774 417 1238 3714 Apprch % 11.4 79.9 8.8 4.4 79 16.6 21.5 70.7 7.8 3.8 62.5 33.7 Total % 1.9 13.2 1.5 16.6 1 17.3 3.6 21.9 6.1 19.9 2.2 28.1 1.3 20.8 11.2 33.3 Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 8 55 10 73 3 78 18 99 32 86 10 128 6 103 76 185 485 05:00 PM 13 87 5 105 4 107 19 130 31 119 9 159 6 93 50 149 543 05:15 PM 11 55 3 69 9 111 16 136 26 115 14 155 3 109 61 173 533 05:30 PM 11 56 9 76 5 87 21 113 34 78 11 123 7 109 61 177 489 Total Volume 43 253 27 323 21 383 74 478 123 398 44 565 22 414 248 684 2050 % App. Total 13.3 78.3 8.4 4.4 80.1 15.5 21.8 70.4 7.8 3.2 60.5 36.3 PHF .827 .727 .675 .769 .583 .863 .881 .879 .904 .836 .786 .888 .786 .950 .816 .924 .944 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1833
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
27 Thru
253
Left
43 Out In Total
494 323 817
Right
74 Thru
383
Left
21 Out Total In
501 478 979
Left
123
Thru
398
Right
44 Out In Total
522 565 1087
Left
22 Thru
414
Right
248
Total Out In
533 684 1217
Peak Hour Begins at 04:45 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 8 55 10 73 3 78 18 99 32 86 10 128 6 103 76 185 +15 mins. 13 87 5 105 4 107 19 130 31 119 9 159 6 93 50 149 +30 mins. 11 55 3 69 9 111 16 136 26 115 14 155 3 109 61 173 +45 mins. 11 56 9 76 5 87 21 113 34 78 11 123 7 109 61 177 Total Volume 43 253 27 323 21 383 74 478 123 398 44 565 22 414 248 684 % App. Total 13.3 78.3 8.4 4.4 80.1 15.5 21.8 70.4 7.8 3.2 60.5 36.3 PHF .827 .727 .675 .769 .583 .863 .881 .879 .904 .836 .786 .888 .786 .950 .816 .924 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1834
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 2 0 2 0 1 0 1 0 0 0 0 0 4 0 4 7
04:15 PM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 1 1 3
04:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 3 4
04:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2
Total 1 3 0 4 0 1 1 2 1 0 0 1 0 7 2 9 16
05:00 PM 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 1 2 3 0 1 0 1 4
05:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 1 2 2 5 0 1 0 1 7
Grand Total 1 3 0 4 0 2 1 3 2 2 2 6 0 8 2 10 23
Apprch % 25 75 0 0 66.7 33.3 33.3 33.3 33.3 0 80 20
Total % 4.3 13 0 17.4 0 8.7 4.3 13 8.7 8.7 8.7 26.1 0 34.8 8.7 43.5 Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2
05:00 PM 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 1 2 3 0 1 0 1 4
05:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
Total Volume 0 0 0 0 0 1 1 2 1 2 2 5 0 1 1 2 9
% App. Total 0 0 0 0 50 50 20 40 40 0 50 50
PHF .000 .000 .000 .000 .000 .250 .250 .500 .250 .500 .250 .417 .000 .250 .250 .500 .563 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1835
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
3 0 3
Right
1 Thru
1 Left
0 Out Total In
3 2 5
Left
1 Thru
2 Right
2 Out In Total
1 5 6
Left
0 Thru
1 Right
1 Total Out In
2 2 4
Peak Hour Begins at 04:45 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1
+15 mins. 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 1 2 3 0 1 0 1
+45 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0
Total Volume 0 0 0 0 0 1 1 2 1 2 2 5 0 1 1 2
% App. Total 0 0 0 0 50 50 20 40 40 0 50 50
PHF .000 .000 .000 .000 .000 .250 .250 .500 .250 .500 .250 .417 .000 .250 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1836
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 0 0 1 0 0 1 1 0 1 0 1 0 0 0 0 3
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 1 0 0 1 0 1 1 2 0 1 0 1 0 0 0 0 4
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 1 0 0 1 0 1 1 2 0 1 0 1 0 0 0 0 4
Apprch % 100 0 0 0 50 50 0 100 0 0 0 0
Total % 25 0 0 25 0 25 25 50 0 25 0 25 0 0 0 0
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1837
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
0 Out Total In
0 1 1
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 04:45 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1838
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0 0 0 0 0 0 0
Total %
Clovis Avenue
Southbound
Nees Avenue
Westbound
Clovis Avenue
Northbound
Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1839
AGENDA ITEM NO. 6.

File Name : 10_CVS_Clo_Nees PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Nees Avenue
Weather: Clear
Clovis Avenue
Nees Avenue
Nees Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:45 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1840
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Clovis Avenue Nees Avenue Clovis Avenue Nees Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
0210 3
0700 7
0510 6
0000 0
0720 9
0130 0 13
4944 21
2130 0 15
656 8 474
North Leg East Leg South Leg West Leg
Clovis Avenue Nees Avenue Clovis Avenue Nees Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0110 2
0200 2
1000 1
0002 2
0100 1
0100 1
1 5 1 29
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Clovis
Clovis Avenue
Nees Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1841
AGENDA ITEM NO. 6.

Location: Date: 5/24/2022
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000000000 1
000000000000 0
000010100000 2
000000000000 0
000000010000 1
000000010000 1
000000000000 0
020000010000 3
030010130000 8
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000010000 1
000010000000 1
000000000010 1
020000000000 2
000000000000 0
010000000000 1
000000010000 1
000000010000 1
030010030010 8
Nees Avenue
TOTAL VOLUMES:

Clovis Avenue Nees Avenue Clovis Avenue Nees Avenue
Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Clovis Avenue Nees Avenue Clovis Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Nees Avenue
Clovis Avenue
Clovis

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
1842
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 98 6 116 8 53 9 70 14 71 5 90 3 27 26 56 332 07:15 AM 15 106 8 129 5 117 21 143 27 86 5 118 1 36 21 58 448 07:30 AM 27 152 17 196 4 145 30 179 34 90 10 134 3 60 42 105 614 07:45 AM 38 163 8 209 11 105 18 134 33 61 16 110 2 88 38 128 581 Total 92 519 39 650 28 420 78 526 108 308 36 452 9 211 127 347 1975 08:00 AM 32 129 5 166 9 89 24 122 27 78 15 120 5 59 46 110 518 08:15 AM 29 132 4 165 20 68 17 105 33 53 20 106 3 62 27 92 468 08:30 AM 14 123 3 140 11 68 10 89 17 70 9 96 3 41 26 70 395 08:45 AM 17 109 7 133 8 57 3 68 23 58 9 90 1 37 32 70 361 Total 92 493 19 604 48 282 54 384 100 259 53 412 12 199 131 342 1742 Grand Total 184 1012 58 1254 76 702 132 910 208 567 89 864 21 410 258 689 3717 Apprch % 14.7 80.7 4.6 8.4 77.1 14.5 24.1 65.6 10.3 3 59.5 37.4 Total % 5 27.2 1.6 33.7 2 18.9 3.6 24.5 5.6 15.3 2.4 23.2 0.6 11 6.9 18.5 Passenger Vehicles 181 1000 55 1236 76 693 129 898 205 547 86 838 20 387 250 657 3629 % Passenger Vehicles 98.4 98.8 94.8 98.6 100 98.7 97.7 98.7 98.6 96.5 96.6 97 95.2 94.4 96.9 95.4 97.6 Large 2 Axle Vehicles 2 9 2 13 0 9 3 12 3 17 1 21 1 21 8 30 76 % Large 2 Axle Vehicles 1.1 0.9 3.4 1 0 1.3 2.3 1.3 1.4 3 1.1 2.4 4.8 5.1 3.1 4.4 2 3 Axle Vehicles 1 1 1 3 0 0 0 0 0 1 1 2 0 2 0 2 7
% 3 Axle Vehicles 0.5 0.1 1.7 0.2 0 0 0 0 0 0.2 1.1 0.2 0 0.5 0 0.3 0.2 4+ Axle Trucks 0 2 0 2 0 0 0 0 0 2 1 3 0 0 0 0 5
% 4+ Axle Trucks 0 0.2 0 0.2 0 0 0 0 0 0.4 1.1 0.3 0 0 0 0 0.1 Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 27 152 17 196 4 145 30 179 34 90 10 134 3 60 42 105 614 07:45 AM 38 163 8 209 11 105 18 134 33 61 16 110 2 88 38 128 581 08:00 AM 32 129 5 166 9 89 24 122 27 78 15 120 5 59 46 110 518 08:15 AM 29 132 4 165 20 68 17 105 33 53 20 106 3 62 27 92 468 Total Volume 126 576 34 736 44 407 89 540 127 282 61 470 13 269 153 435 2181 % App. Total 17.1 78.3 4.6 8.1 75.4 16.5 27 60 13 3 61.8 35.2 PHF .829 .883 .500 .880 .550 .702 .742 .754 .934 .783 .763 .877 .650 .764 .832 .850 .888 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1843
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
34 Thru
576
Left
126
Out In Total
384 736 1120
Right
89 Thru
407
Left
44 Out Total In
456 540 996
Left
127
Thru
282
Right
61 Out In Total
773 470 1243
Left
13 Thru
269
Right
153
Total Out In
568 435 1003
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 27 152 17 196 5 117 21 143 27 86 5 118 3 60 42 105 +15 mins. 38 163 8 209 4 145 30 179 34 90 10 134 2 88 38 128 +30 mins. 32 129 5 166 11 105 18 134 33 61 16 110 5 59 46 110 +45 mins. 29 132 4 165 9 89 24 122 27 78 15 120 3 62 27 92 Total Volume 126 576 34 736 29 456 93 578 121 315 46 482 13 269 153 435 % App. Total 17.1 78.3 4.6 5 78.9 16.1 25.1 65.4 9.5 3 61.8 35.2 PHF .829 .883 .500 .880 .659 .786 .775 .807 .890 .875 .719 .899 .650 .764 .832 .850 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1844
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 97 6 115 8 52 9 69 13 69 4 86 3 27 25 55 325 07:15 AM 15 103 8 126 5 115 21 141 27 83 5 115 1 35 21 57 439 07:30 AM 26 152 16 194 4 142 30 176 34 85 10 129 3 54 41 98 597 07:45 AM 38 162 7 207 11 104 17 132 33 59 14 106 2 85 38 125 570 Total 91 514 37 642 28 413 77 518 107 296 33 436 9 201 125 335 1931 08:00 AM 31 127 5 163 9 89 24 122 26 76 15 117 4 57 43 104 506 08:15 AM 28 132 4 164 20 66 16 102 32 50 20 102 3 56 27 86 454 08:30 AM 14 121 3 138 11 68 9 88 17 69 9 95 3 36 24 63 384 08:45 AM 17 106 6 129 8 57 3 68 23 56 9 88 1 37 31 69 354 Total 90 486 18 594 48 280 52 380 98 251 53 402 11 186 125 322 1698 Grand Total 181 1000 55 1236 76 693 129 898 205 547 86 838 20 387 250 657 3629 Apprch % 14.6 80.9 4.4 8.5 77.2 14.4 24.5 65.3 10.3 3 58.9 38.1 Total % 5 27.6 1.5 34.1 2.1 19.1 3.6 24.7 5.6 15.1 2.4 23.1 0.6 10.7 6.9 18.1 Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 26 152 16 194 4 142 30 176 34 85 10 129 3 54 41 98 597 07:45 AM 38 162 7 207 11 104 17 132 33 59 14 106 2 85 38 125 570 08:00 AM 31 127 5 163 9 89 24 122 26 76 15 117 4 57 43 104 506 08:15 AM 28 132 4 164 20 66 16 102 32 50 20 102 3 56 27 86 454 Total Volume 123 573 32 728 44 401 87 532 125 270 59 454 12 252 149 413 2127 % App. Total 16.9 78.7 4.4 8.3 75.4 16.4 27.5 59.5 13 2.9 61 36.1 PHF .809 .884 .500 .879 .550 .706 .725 .756 .919 .794 .738 .880 .750 .741 .866 .826 .891 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1845
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
32 Thru
573
Left
123
Out In Total
369 728 1097
Right
87 Thru
401
Left
44 Out Total In
434 532 966
Left
125
Thru
270
Right
59 Out In Total
766 454 1220
Left
12 Thru
252
Right
149
Total Out In
558 413 971
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 26 152 16 194 4 142 30 176 34 85 10 129 3 54 41 98 +15 mins. 38 162 7 207 11 104 17 132 33 59 14 106 2 85 38 125 +30 mins. 31 127 5 163 9 89 24 122 26 76 15 117 4 57 43 104 +45 mins. 28 132 4 164 20 66 16 102 32 50 20 102 3 56 27 86 Total Volume 123 573 32 728 44 401 87 532 125 270 59 454 12 252 149 413 % App. Total 16.9 78.7 4.4 8.3 75.4 16.4 27.5 59.5 13 2.9 61 36.1 PHF .809 .884 .500 .879 .550 .706 .725 .756 .919 .794 .738 .880 .750 .741 .866 .826 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1846
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 0 1 0 1 0 1 1 2 0 3 0 0 1 1 6
07:15 AM 0 2 0 2 0 2 0 2 0 3 0 3 0 1 0 1 8
07:30 AM 1 0 0 1 0 3 0 3 0 4 0 4 0 4 1 5 13
07:45 AM 0 0 1 1 0 1 1 2 0 2 1 3 0 3 0 3 9
Total 1 3 1 5 0 7 1 8 1 11 1 13 0 8 2 10 36
08:00 AM 1 2 0 3 0 0 0 0 1 2 0 3 1 2 3 6 12
08:15 AM 0 0 0 0 0 2 1 3 1 1 0 2 0 6 0 6 11
08:30 AM 0 2 0 2 0 0 1 1 0 1 0 1 0 5 2 7 11
08:45 AM 0 2 1 3 0 0 0 0 0 2 0 2 0 0 1 1 6
Total 1 6 1 8 0 2 2 4 2 6 0 8 1 13 6 20 40
Grand Total 2 9 2 13 0 9 3 12 3 17 1 21 1 21 8 30 76
Apprch % 15.4 69.2 15.4 0 75 25 14.3 81 4.8 3.3 70 26.7 Total % 2.6 11.8 2.6 17.1 0 11.8 3.9 15.8 3.9 22.4 1.3 27.6 1.3 27.6 10.5 39.5 Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 0 1 0 3 0 3 0 4 0 4 0 4 1 5 13
07:45 AM 0 0 1 1 0 1 1 2 0 2 1 3 0 3 0 3 9
08:00 AM 1 2 0 3 0 0 0 0 1 2 0 3 1 2 3 6 12
08:15 AM 0 0 0 0 0 2 1 3 1 1 0 2 0 6 0 6 11
Total Volume 2 2 1 5 0 6 2 8 2 9 1 12 1 15 4 20 45
% App. Total 40 40 20 0 75 25 16.7 75 8.3 5 75 20
PHF .500 .250 .250 .417 .000 .500 .500 .667 .500 .563 .250 .750 .250 .625 .333 .833 .865 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1847
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
1 Thru
2 Left
2 Out In Total
12 5 17
Right
2 Thru
6 Left
0 Out Total In
18 8 26
Left
2 Thru
9 Right
1 Out In Total
6 12 18
Left
1 Thru
15 Right
4 Total Out In
9 20 29
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 1 0 0 1 0 3 0 3 0 4 0 4 0 4 1 5
+15 mins. 0 0 1 1 0 1 1 2 0 2 1 3 0 3 0 3
+30 mins. 1 2 0 3 0 0 0 0 1 2 0 3 1 2 3 6
+45 mins. 0 0 0 0 0 2 1 3 1 1 0 2 0 6 0 6
Total Volume 2 2 1 5 0 6 2 8 2 9 1 12 1 15 4 20
% App. Total 40 40 20 0 75 25 16.7 75 8.3 5 75 20
PHF .500 .250 .250 .417 .000 .500 .500 .667 .500 .563 .250 .750 .250 .625 .333 .833 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1848
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 3
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 1 2 0 0 0 0 0 0 1 1 0 2 0 2 5
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Grand Total 1 1 1 3 0 0 0 0 0 1 1 2 0 2 0 2 7
Apprch % 33.3 33.3 33.3 0 0 0 0 50 50 0 100 0
Total % 14.3 14.3 14.3 42.9 0 0 0 0 0 14.3 14.3 28.6 0 28.6 0 28.6 Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 3
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total Volume 1 1 1 3 0 0 0 0 0 1 0 1 0 2 0 2 6
% App. Total 33.3 33.3 33.3 0 0 0 0 100 0 0 100 0
PHF .250 .250 .250 .750 .000 .000 .000 .000 .000 .250 .000 .250 .000 .250 .000 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1849
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
1 Thru
1 Left
1 Out In Total
1 3 4
Right
0 Thru
0 Left
0 Out Total In
3 0 3
Left
0 Thru
1 Right
0 Out In Total
1 1 2
Left
0 Thru
2 Right
0 Total Out In
1 2 3
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 1 1 1 3 0 0 0 0 0 1 0 1 0 2 0 2
% App. Total 33.3 33.3 33.3 0 0 0 0 100 0 0 100 0
PHF .250 .250 .250 .750 .000 .000 .000 .000 .000 .250 .000 .250 .000 .250 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1850
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 0 1 0 1 0 0 0 0 0 1 1 2 0 0 0 0 3
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Grand Total 0 2 0 2 0 0 0 0 0 2 1 3 0 0 0 0 5
Apprch % 0 100 0 0 0 0 0 66.7 33.3 0 0 0
Total % 0 40 0 40 0 0 0 0 0 40 20 60 0 0 0 0
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total Volume 0 0 0 0 0 0 0 0 0 2 1 3 0 0 0 0 3
% App. Total 0 0 0 0 0 0 0 66.7 33.3 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .250 .750 .000 .000 .000 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1851
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All AMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
2 0 2
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
0 Thru
2 Right
1 Out In Total
0 3 3
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 2 1 3 0 0 0 0
% App. Total 0 0 0 0 0 0 0 66.7 33.3 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .250 .750 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1852
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 20 91 6 117 6 49 16 71 35 117 18 170 1 64 32 97 455 04:15 PM 21 111 3 135 14 49 16 79 43 134 23 200 1 79 33 113 527 04:30 PM 15 107 0 122 8 59 11 78 25 128 18 171 5 92 48 145 516 04:45 PM 24 116 3 143 10 71 22 103 35 125 10 170 3 67 40 110 526 Total 80 425 12 517 38 228 65 331 138 504 69 711 10 302 153 465 2024 05:00 PM 19 117 6 142 11 77 20 108 38 173 25 236 4 75 41 120 606 05:15 PM 19 114 4 137 7 95 24 126 48 132 14 194 3 108 46 157 614 05:30 PM 24 110 2 136 7 63 12 82 34 130 21 185 5 79 29 113 516 05:45 PM 18 83 3 104 9 54 8 71 31 120 25 176 3 75 43 121 472 Total 80 424 15 519 34 289 64 387 151 555 85 791 15 337 159 511 2208 Grand Total 160 849 27 1036 72 517 129 718 289 1059 154 1502 25 639 312 976 4232 Apprch % 15.4 81.9 2.6 10 72 18 19.2 70.5 10.3 2.6 65.5 32 Total % 3.8 20.1 0.6 24.5 1.7 12.2 3 17 6.8 25 3.6 35.5 0.6 15.1 7.4 23.1 Passenger Vehicles 159 845 27 1031 71 516 128 715 289 1054 154 1497 24 634 306 964 4207 % Passenger Vehicles 99.4 99.5 100 99.5 98.6 99.8 99.2 99.6 100 99.5 100 99.7 96 99.2 98.1 98.8 99.4 Large 2 Axle Vehicles 1 4 0 5 1 1 1 3 0 5 0 5 1 5 5 11 24 % Large 2 Axle Vehicles 0.6 0.5 0 0.5 1.4 0.2 0.8 0.4 0 0.5 0 0.3 4 0.8 1.6 1.1 0.6 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.3 0.1 0 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 15 107 0 122 8 59 11 78 25 128 18 171 5 92 48 145 516 04:45 PM 24 116 3 143 10 71 22 103 35 125 10 170 3 67 40 110 526 05:00 PM 19 117 6 142 11 77 20 108 38 173 25 236 4 75 41 120 606 05:15 PM 19 114 4 137 7 95 24 126 48 132 14 194 3 108 46 157 614 Total Volume 77 454 13 544 36 302 77 415 146 558 67 771 15 342 175 532 2262 % App. Total 14.2 83.5 2.4 8.7 72.8 18.6 18.9 72.4 8.7 2.8 64.3 32.9 PHF .802 .970 .542 .951 .818 .795 .802 .823 .760 .806 .670 .817 .750 .792 .911 .847 .921 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1853
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
13 Thru
454
Left
77 Out In Total
650 544 1194
Right
77 Thru
302
Left
36 Out Total In
486 415 901
Left
146
Thru
558
Right
67 Out In Total
665 771 1436
Left
15 Thru
342
Right
175
Total Out In
461 532 993
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:45 PM 05:00 PM 04:30 PM
+0 mins. 24 116 3 143 10 71 22 103 38 173 25 236 5 92 48 145 +15 mins. 19 117 6 142 11 77 20 108 48 132 14 194 3 67 40 110 +30 mins. 19 114 4 137 7 95 24 126 34 130 21 185 4 75 41 120 +45 mins. 24 110 2 136 7 63 12 82 31 120 25 176 3 108 46 157 Total Volume 86 457 15 558 35 306 78 419 151 555 85 791 15 342 175 532 % App. Total 15.4 81.9 2.7 8.4 73 18.6 19.1 70.2 10.7 2.8 64.3 32.9 PHF .896 .976 .625 .976 .795 .805 .813 .831 .786 .802 .850 .838 .750 .792 .911 .847 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1854
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 19 90 6 115 6 49 16 71 35 117 18 170 1 61 31 93 449 04:15 PM 21 109 3 133 14 49 16 79 43 133 23 199 1 79 32 112 523 04:30 PM 15 107 0 122 8 59 11 78 25 128 18 171 4 91 47 142 513 04:45 PM 24 115 3 142 9 70 22 101 35 125 10 170 3 67 40 110 523 Total 79 421 12 512 37 227 65 329 138 503 69 710 9 298 150 457 2008 05:00 PM 19 117 6 142 11 77 19 107 38 173 25 236 4 75 40 119 604 05:15 PM 19 114 4 137 7 95 24 126 48 129 14 191 3 108 45 156 610 05:30 PM 24 110 2 136 7 63 12 82 34 129 21 184 5 79 28 112 514 05:45 PM 18 83 3 104 9 54 8 71 31 120 25 176 3 74 43 120 471 Total 80 424 15 519 34 289 63 386 151 551 85 787 15 336 156 507 2199 Grand Total 159 845 27 1031 71 516 128 715 289 1054 154 1497 24 634 306 964 4207 Apprch % 15.4 82 2.6 9.9 72.2 17.9 19.3 70.4 10.3 2.5 65.8 31.7 Total % 3.8 20.1 0.6 24.5 1.7 12.3 3 17 6.9 25.1 3.7 35.6 0.6 15.1 7.3 22.9 Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 15 107 0 122 8 59 11 78 25 128 18 171 4 91 47 142 513 04:45 PM 24 115 3 142 9 70 22 101 35 125 10 170 3 67 40 110 523 05:00 PM 19 117 6 142 11 77 19 107 38 173 25 236 4 75 40 119 604 05:15 PM 19 114 4 137 7 95 24 126 48 129 14 191 3 108 45 156 610 Total Volume 77 453 13 543 35 301 76 412 146 555 67 768 14 341 172 527 2250 % App. Total 14.2 83.4 2.4 8.5 73.1 18.4 19 72.3 8.7 2.7 64.7 32.6 PHF .802 .968 .542 .956 .795 .792 .792 .817 .760 .802 .670 .814 .875 .789 .915 .845 .922 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1855
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
13 Thru
453
Left
77 Out In Total
645 543 1188
Right
76 Thru
301
Left
35 Out Total In
485 412 897
Left
146
Thru
555
Right
67 Out In Total
660 768 1428
Left
14 Thru
341
Right
172
Total Out In
460 527 987
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 15 107 0 122 8 59 11 78 25 128 18 171 4 91 47 142 +15 mins. 24 115 3 142 9 70 22 101 35 125 10 170 3 67 40 110 +30 mins. 19 117 6 142 11 77 19 107 38 173 25 236 4 75 40 119 +45 mins. 19 114 4 137 7 95 24 126 48 129 14 191 3 108 45 156 Total Volume 77 453 13 543 35 301 76 412 146 555 67 768 14 341 172 527 % App. Total 14.2 83.4 2.4 8.5 73.1 18.4 19 72.3 8.7 2.7 64.7 32.6 PHF .802 .968 .542 .956 .795 .792 .792 .817 .760 .802 .670 .814 .875 .789 .915 .845 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1856
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 1 0 2 0 0 0 0 0 0 0 0 0 3 1 4 6
04:15 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 3 3
04:45 PM 0 1 0 1 1 1 0 2 0 0 0 0 0 0 0 0 3
Total 1 4 0 5 1 1 0 2 0 1 0 1 1 4 2 7 15
05:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2
05:15 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 1 4
05:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 0 0 0 0 0 1 1 0 4 0 4 0 1 3 4 9
Grand Total 1 4 0 5 1 1 1 3 0 5 0 5 1 5 5 11 24
Apprch % 20 80 0 33.3 33.3 33.3 0 100 0 9.1 45.5 45.5
Total % 4.2 16.7 0 20.8 4.2 4.2 4.2 12.5 0 20.8 0 20.8 4.2 20.8 20.8 45.8 Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 3 3
04:45 PM 0 1 0 1 1 1 0 2 0 0 0 0 0 0 0 0 3
05:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2
05:15 PM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 1 4
Total Volume 0 1 0 1 1 1 1 3 0 3 0 3 1 1 3 5 12
% App. Total 0 100 0 33.3 33.3 33.3 0 100 0 20 20 60
PHF .000 .250 .000 .250 .250 .250 .250 .375 .000 .250 .000 .250 .250 .250 .750 .417 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1857
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
0 Thru
1 Left
0 Out In Total
5 1 6
Right
1 Thru
1 Left
1 Out Total In
1 3 4
Left
0 Thru
3 Right
0 Out In Total
5 3 8
Left
1 Thru
1 Right
3 Total Out In
1 5 6
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 3
+15 mins. 0 1 0 1 1 1 0 2 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 1
Total Volume 0 1 0 1 1 1 1 3 0 3 0 3 1 1 3 5
% App. Total 0 100 0 33.3 33.3 33.3 0 100 0 20 20 60
PHF .000 .250 .000 .250 .250 .250 .250 .375 .000 .250 .000 .250 .250 .250 .750 .417 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1858
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
Apprch % 0 0 0 0 0 0 0 0 0 0 0 100
Total % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1859
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1860
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 1
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0 0 0 0 0 0 0
Total %
Clovis Avenue
Southbound
Alluvial Avenue
Westbound
Clovis Avenue
Northbound
Alluvial Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1861
AGENDA ITEM NO. 6.

File Name : 11_CVS_Clo_All PMC
Site Code : 00322473
Start Date : 5/24/2022
Page No : 2
City of Clovis
N/S: Clovis Avenue
E/W: Alluvial Avenue
Weather: Clear
Clovis Avenue
Alluvial Avenue
Alluvial Avenue
Clovis Avenue
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
1862
AGENDA ITEM NO. 6.

Clovis City CouncilMarch 18, 2024

Clovis City Council
March 18, 2024