March 7, 2017
Ms. Grissel,
Deputy Director of Public Works
City of Signal Hill
2175 Cherry Avenue
Signal Hill, CA 90755
Subject: Redondo Avenue and East 20th Street Traffic Signal Warrant Analysis Memo Dear Ms. Grissel:
W.G. Zimmerman Engineering, Inc. has performed a traffic signal warrant analysis for the Redondo Avenue and East 20th Street intersection. Our results from this analysis are presented in this Letter Report. The traffic analysis was performed at the request of the City of Signal Hill to evaluate the need for a traffic signal at this intersection. The study was based upon the recent edition of the California Manual of Traffic Control Devices (CA-MUTCD), Chapter 4C – Traffic Signal Needs Studies. This section defines nine warrants which are based upon traffic conditions such as traffic volumes, traffic flow gaps, pedestrian characteristics, and physical conditions to determine whether a traffic signal is justified at this location. One or more of these traffic signal warrants (if applicable) must be satisfied to consider the installation of a traffic signal at the Redondo Avenue and East 20th Street intersection.
Project Description
The Redondo Avenue and East 20th Street intersection is located in the City of Signal Hill. Figure 1 shows the project location map. The area south of East 20th Street consists of a combination of industrial and commercial developments. The area north of East 20th Street consists of residential developments, Browning High School and U.S. Army facilities.
Figure 1: Project Location Map
Study Intersection
Browning
High
W.G. Zimmerman Engineering, Inc.
17011 Beach Boulevard, Suite 1240
Huntington Beach, CA 92647
(714) 799 -1700 / (714) 333 -4712 Fax
1 Figure 2: Study Location Arieal
Existing Conditions
Redondo Avenue and East 20th Street is a one way STOP sign controlled T-intersection. Redondo Avenue is four lane arterial road oriented in the north-south direction. There is no parking allowed along Redondo Avenue near the intersection. East 20th Street is a two lane local street oriented in the eastwest direction. There is no parking allowed along East 20th Street near the intersection.
Speed Survey
The posted speed limit is 40 miles per hour along Redondo Avenue. The speed limit along East 20th Street is 25 miles per hour. A radar speed survey was conducted in September, 2016 to determine the vehicle travel speeds. Based upon the radar speed survey, the 85th‐percentile vehicle speed on Redondo Avenue is 42 miles per hour in the northbound direction. The 85th‐percentile vehicle speed on Redondo Avenue is 41 miles per hour in the southbound direction. The radar speed survey worksheet is included in Appendix A.
Existing Traffic Volumes
Traffic and pedestrian counts at Redondo Avenue and East 20th Street intersection were conducted by Traffic Counts Unlimited in February, 2017. Vehicle and pedestrian count worksheets are included in Appendix B.
East 20th Street
Redondo Avenue
W.G. Zimmerman Engineering, Inc.
17011 Beach Boulevard, Suite 1240
Huntington Beach, CA 92647
(714) 799 -1700 / (714) 333 -4712 Fax
2 Future Traffic Volumes
Future traffic volumes are based on a 1% per annum growth rate for traffic in the region in addition to approved development projects within the study area. The opening of Browning High School in the fall of 2017 will create additional trips within the project area. The year 2020 is used for future trip projections because fall 2020 will mark the first school year that all grade levels will have enrolled students.
Future Trip Generation
The Institute of Transportation Engineers (ITE), “Trip Generation” Report, 8th Edition, was used to develop the traffic generated by the Browning High school site based on the type of land use. ITE code 530, “High School”, was used to determine the number of peak period trips generated by the site. The ITE rates are based upon field studies of similar sized high schools and consider a typical level of bus and walking trips.
Table 1 summarizes the daily, morning, and afternoon peak hourly trips that the project could be expected to generate – based upon the ITE rates.
Table 1 –Browning High School Future Trip Generation (Fall 2020) A.M. Peak Hour* P.M. Peak Hour** P.M. Peak Hour
Generator
Units Daily In Out Total In Out Total In Out Total
Trip
Generation
Rates
Students 1.71 0.28 .14 0.42 0.06 0.07 0.13 0.096 .194 0.29 Vehicle
Trips
860 1471 241 121 362 52 60 112 83 167 250
Note:
*High school A.M. peak hour typically coincides with peak hour of adjacent street traffic. **P.M. peak hour is peak hour of adjacent street traffic (4 P.M. - 6 P.M.).
Future Trip Distribution
Directional distribution percentages of the Browning High School trips were developed for the study intersection. These estimates, as shown in Table 2, are based upon assumptions involving the local geographical residency of the student population, roadway network pathways, and existing local travel patterns.
Future Trip Assignment
The morning and afternoon Browning High School peak hour trips were assigned to the study intersection based upon the trip distribution assumptions. Table 2 illustrates the A.M. and P.M. peak hour trip assignments.
W.G. Zimmerman Engineering, Inc.
17011 Beach Boulevard, Suite 1240
Huntington Beach, CA 92647
(714) 799 -1700 / (714) 333 -4712 Fax
3 Table 2 – Browning High School Future Trip Table (Fall 2020) Peak Hour Distribution Peak Hour Trip Assignment
Traffic
Movement
A.M. P.M.* P.M.
Generator
A.M. P.M.* P.M.
Generator
NBL (In) 5% 5% 5% 13 3 5
SBR (In) 5% 5% 5% 13 3 5
EBR (Out) 9% 9% 9% 11 6 16
*P.M. peak hour is peak hour of adjacent street traffic (4 P.M. - 6 P.M.).
Accident Data Analysis
Accident data has been obtained from the Statewide Integrated Traffic Records System (SWITRS) database for the City of Signal Hill from January 1, 2013 through December 31, 2015. This three (3) year data set has been sorted to refine the data for only accidents that occurred at the Redondo Avenue and East 20th Street intersection. In these three (3) years, there have been no reported accidents at the study intersection.
Traffic Signal Warrant Analysis
The need for a traffic signal under fall 2020 conditions at the Redondo Avenue and East 20th Street Intersection has been reviewed with respect to the following CA-MUTCD warrants:
• Warrant 1, Eight-Hour Vehicular Volume
• Warrant 2, Four-Hour Vehicular Volume
• Warrant 3, Peak Hour
• Warrant 4, Pedestrian Volume
• Warrant 5, School Crossing
• Warrant 6, Coordinated Signal System
• Warrant 7, Crash Experience
• Warrant 8, Roadway Network
• Warrant 9, Intersection Near a Grade Crossing
Traffic signal Warrants 4 through 9 are not applicable to the Redondo Avenue and East 20th Street intersection.
The 85th‐percentile speed on the study intersection’s major street, Redondo Avenue, exceeds 40 miles per hour. In addition, there is only one outlet for the isolated community along East 20th Street which is provided by the Redondo Avenue and East 20th Street intersection. These qualifications warrant the 70 percent factor or “urban” classification to be utilized for the traffic signal warrant analysis. Based on the analysis, the criteria of traffic signal Warrants 1 and 3 are not met at the Redondo Avenue and East 20th Street. However the study intersection meets the traffic signal warrant under Warrant 2 criteria (see Appendix C).
W.G. Zimmerman Engineering, Inc.
17011 Beach Boulevard, Suite 1240
Huntington Beach, CA 92647
(714) 799 -1700 / (714) 333 -4712 Fax
4 Conclusions and Recommendations
East 20th Street and Redondo Avenue serves as a main gateway to the residential housing communities along East 20th Street. The west leg of the study intersection is a conflict area between pedestrians crossing East 20th street and vehicles turning from Redondo Avenue onto East 20th Street. A significant number of the students who will attend Browning High live on the east and west sides of Redondo Avenue. The vehicle and pedestrian conflicts at the study intersection may be resolved through signal installation. A traffic signal at Redondo Avenue and East 20th will help regulate the traffic flow at the intersection and provide adequate gaps for pedestrians to cross safely. The installation of a traffic signal and upgrading the ADA ramps will directly impact this accident risk by providing a safe environment to safely cross East 20th Street. Utilizing a controlled intersection approach will provide visual information to students showing the how much time available to cross the street with the use of countdown pedestrian heads located on each leg of Redondo Avenue.
Based upon the State and Federal criteria detailed in the CA-MUTCD, traffic signal Warrant 2 is satisfied at the intersection of Redondo Avenue and East 20th Street, therefore it is recommended to install a traffic signal at this location.
Should you have any questions regarding this Letter Report, please do not hesitate to contact me directly at (714) 799-1700 ext. 11 or email at [email protected].
W.G. Zimmerman engineering, Inc.,
Respectfully,
Bill Zimmerman, P.E., T.E., PTOE
President
W.G. Zimmerman Engineering, Inc.
17011 Beach Boulevard, Suite 1240
Huntington Beach, CA 92647
(714) 799 -1700 / (714) 333 -4712 Fax
5 APPENDIX A
Radar Speed Survey Worksheet
W.G. Zimmerman Engineering, Inc.
17011 Beach Boulevard, Suite 1240
Huntington Beach, CA 92647
(714) 799 -1700 / (714) 333 -4712 Fax
MPH Vehicles Surveyed TOT.
Speed E/B W/B VEH. Location: Redondo Avenue
65 0 0 65 064 0 0 64 063 0 0 63 0 Between: 20th Street - Pacific Coast Highway62 0 0 62 061 0 0 61 060 0 0 60 0 Weather: Clear59 0 0 59 058 0 0 58 057 0 0 57 0 Date: 1/20/1656 0 0 56 055 0 0 55 054 0 0 54 0 Time53 0 0 53 0 From: 1:1552 0 0 52 051 0 0 51 0 Time50 0 0 50 0 To: 3:2549 0 1 49 X 148 0 0 48 0 Existing47 0 0 47 0 Speed Limit: 40 M. P. H.46 0 0 46 045 0 2 45 X X 244 0 0 44 043 0 2 43 X X 2 *42 0 2 42 X X 2 *41 0 4 41 X X X X 4 *40 0 7 40 X X X X X X X 7 P % Over Pace: 6%39 0 9 39 X X X X X X X X X 9 A38 0 8 38 X X X X X X X X 8 C % In Pace: 90%37 0 3 37 X X X 3 E36 0 3 36 X X X 3 * % Under Pace: 4%35 0 4 35 X X X X 4 *34 0 3 34 X X X 3 * Average Speed: 39 M.P.H.33 0 0 33 032 0 1 32 X 1 Pace Speed: 34 - 43 M.P.H.31 0 0 31 030 0 1 30 X 129 0 0 29 0 15th Percentile / Critical Speed: 34 MPH28 0 0 28 027 0 0 27 0 50th Percentile / Critical Speed: 38 MPH26 0 0 26 025 0 0 25 0 85th Percentile / Critical Speed: 41 MPH24 0 0 24 023 0 0 23 022 0 0 22 021 0 0 21 020 0 0 20 019 0 0 19 018 0 0 18 017 0 0 17 016 0 0 16 015 0 0 15 0 GRAND TOTALS 50
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Radar Survey Conducted By:
City of Signal Hill
Radar Speed Survey
Counts Unlimited, Inc.
PO Box 1178
Northbound Southbound
SGH_Redondo_20th_PCH _SB
MPH Vehicles Surveyed TOT.
Speed E/B W/B VEH. Location: Redondo Avenue
65 0 0 65 064 0 0 64 063 0 0 63 0 Between: 20th Street - Pacific Coast Highway62 0 0 62 061 0 0 61 060 0 0 60 0 Weather: Clear59 0 0 59 058 0 0 58 057 0 0 57 0 Date: 1/20/1656 0 0 56 055 0 0 55 054 0 0 54 0 Time53 0 0 53 0 From: 1:1552 0 0 52 051 0 0 51 0 Time50 1 0 50 X 1 To: 3:2549 0 0 49 048 1 0 48 X 1 Existing47 0 0 47 0 Speed Limit: 40 M. P. H.46 0 0 46 045 1 0 45 X 144 1 0 44 X 1 *43 6 0 43 X X X X X X 6 *42 3 0 42 X X X 3 *41 3 0 41 X X X 3 P40 8 0 40 X X X X X X X X 8 A % Over Pace: 6%39 5 0 39 X X X X X 5 C38 8 0 38 X X X X X X X X 8 E % In Pace: 92%37 8 0 37 X X X X X X X X 8 *36 1 0 36 X 1 * % Under Pace: 2%35 3 0 35 X X X 3 *34 0 0 34 0 Average Speed: 40 M.P.H.33 0 0 33 032 1 0 32 X 1 Pace Speed: 35 - 44 M.P.H.31 0 0 31 030 0 0 30 029 0 0 29 0 15th Percentile / Critical Speed: 36 MPH28 0 0 28 027 0 0 27 0 50th Percentile / Critical Speed: 38 MPH26 0 0 26 025 0 0 25 0 85th Percentile / Critical Speed: 42 MPH24 0 0 24 023 0 0 23 022 0 0 22 021 0 0 21 020 0 0 20 019 0 0 19 018 0 0 18 017 0 0 17 016 0 0 16 015 0 0 15 0 GRAND TOTALS 50
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Radar Survey Conducted By:
City of Signal Hill
Radar Speed Survey
Counts Unlimited, Inc.
PO Box 1178
Northbound Southbound
SGH_Redondo_20th_PCH _NB
APPENDIX B
Traffic and Pedestrian Counts Worksheets
W.G. Zimmerman Engineering, Inc.
17011 Beach Boulevard, Suite 1240
Huntington Beach, CA 92647
(714) 799 -1700 / (714) 333 -4712 Fax
File Name : LBCRE20 12hr
Site Code :
Start Date : 2/22/2017
Page No : 1
City of Long Beach
N/S: Redondo Avenue
E/W: East 20th Street
Weather: Clear
Groups Printed- Total Volume
Redondo Avenue
Southbound
East 20th Street
Westbound
Redondo Avenue
Northbound
East 20th Street
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 06:00 AM 0 41 1 42 0 0 0 0 2 166 0 168 0 0 0 0 210
06:15 AM 0 58 0 58 0 0 0 0 2 148 0 150 1 0 4 5 213
06:30 AM 0 88 9 97 0 0 0 0 3 188 0 191 0 0 9 9 297
06:45 AM 0 85 2 87 0 0 0 0 3 214 0 217 0 0 6 6 310
Total 0 272 12 284 0 0 0 0 10 716 0 726 1 0 19 20 1030
07:00 AM 0 104 4 108 0 0 0 0 5 274 0 279 0 0 4 4 391
07:15 AM 0 157 6 163 0 0 0 0 11 249 0 260 1 0 8 9 432
07:30 AM 0 155 10 165 0 0 0 0 1 280 0 281 2 0 17 19 465 07:45 AM 0 172 8 180 0 0 0 0 9 301 0 310 1 0 11 12 502
Total 0 588 28 616 0 0 0 0 26 1104 0 1130 4 0 40 44 1790 08:00 AM 0 192 7 199 0 0 0 0 6 268 0 274 1 0 6 7 480
08:15 AM 0 167 7 174 0 0 0 0 7 240 0 247 0 0 13 13 434
08:30 AM 0 167 5 172 0 0 0 0 9 265 0 274 0 0 10 10 456
08:45 AM 0 158 8 166 0 0 0 0 5 276 0 281 0 0 9 9 456
Total 0 684 27 711 0 0 0 0 27 1049 0 1076 1 0 38 39 1826 09:00 AM 0 171 9 180 0 0 0 0 8 262 0 270 0 0 8 8 458
09:15 AM 0 150 6 156 0 0 0 0 1 250 0 251 0 0 12 12 419
09:30 AM 0 139 6 145 0 0 0 0 2 232 0 234 0 0 3 3 382
09:45 AM 0 151 11 162 0 0 0 0 3 205 0 208 0 1 10 11 381 Total 0 611 32 643 0 0 0 0 14 949 0 963 0 1 33 34 1640
10:00 AM 0 126 3 129 0 0 0 0 1 198 0 199 0 0 11 11 339
10:15 AM 0 116 10 126 0 0 0 0 4 220 0 224 2 0 7 9 359
10:30 AM 0 159 5 164 0 0 0 0 1 213 0 214 0 0 3 3 381
10:45 AM 0 141 2 143 0 0 0 0 3 189 0 192 1 0 2 3 338
Total 0 542 20 562 0 0 0 0 9 820 0 829 3 0 23 26 1417
11:00 AM 0 151 7 158 0 0 0 0 1 221 0 222 1 0 5 6 386
11:15 AM 0 158 7 165 0 0 0 0 5 217 0 222 1 0 8 9 396
11:30 AM 0 176 3 179 0 0 0 0 2 175 0 177 1 0 11 12 368
11:45 AM 0 83 0 83 0 0 0 0 2 229 0 231 0 0 10 10 324
Total 0 568 17 585 0 0 0 0 10 842 0 852 3 0 34 37 1474
12:00 PM 0 3 0 3 0 0 0 0 7 206 0 213 0 0 15 15 231
12:15 PM 1 166 4 171 0 0 0 0 2 192 0 194 0 0 4 4 369
12:30 PM 0 149 4 153 0 0 0 0 5 205 0 210 1 0 16 17 380
12:45 PM 0 68 3 71 0 0 0 0 2 220 1 223 1 0 14 15 309
Total 1 386 11 398 0 0 0 0 16 823 1 840 2 0 49 51 1289
01:00 PM 0 9 2 11 0 0 0 0 4 224 0 228 2 0 23 25 264
01:15 PM 0 187 5 192 1 0 0 1 7 253 0 260 0 0 10 10 463
01:30 PM 0 158 7 165 0 0 0 0 7 206 0 213 0 0 10 10 388
01:45 PM 0 153 7 160 0 0 0 0 4 237 0 241 0 0 6 6 407
Total 0 507 21 528 1 0 0 1 22 920 0 942 2 0 49 51 1522
02:00 PM 0 173 8 181 0 0 0 0 5 214 0 219 0 0 8 8 408
02:15 PM 0 210 9 219 0 0 0 0 4 250 0 254 1 0 10 11 484
02:30 PM 1 200 6 207 0 0 0 0 3 219 0 222 2 0 15 17 446
02:45 PM 1 186 13 200 0 0 0 0 8 276 0 284 0 0 10 10 494 Total 2 769 36 807 0 0 0 0 20 959 0 979 3 0 43 46 1832
03:00 PM 0 221 20 241 0 0 0 0 6 257 0 263 0 0 14 14 518 03:15 PM 0 217 9 226 0 0 0 0 8 255 0 263 0 0 10 10 499
03:30 PM 0 258 9 267 0 0 0 0 9 240 0 249 0 0 15 15 531
03:45 PM 2 243 21 266 0 0 0 0 4 252 0 256 0 0 12 12 534 Total 2 939 59 1000 0 0 0 0 27 1004 0 1031 0 0 51 51 2082 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : LBCRE20 12hr
Site Code :
Start Date : 2/22/2017
Page No : 2
City of Long Beach
N/S: Redondo Avenue
E/W: East 20th Street
Weather: Clear
Groups Printed- Total Volume
Redondo Avenue
Southbound
East 20th Street
Westbound
Redondo Avenue
Northbound
East 20th Street
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 0 242 13 255 0 0 0 0 6 231 0 237 0 0 8 8 500
04:15 PM 0 259 22 281 0 0 0 0 9 248 0 257 0 0 17 17 555 04:30 PM 0 244 20 264 0 0 0 0 7 278 0 285 1 0 10 11 560 04:45 PM 0 244 15 259 0 0 0 0 4 256 0 260 0 0 10 10 529 Total 0 989 70 1059 0 0 0 0 26 1013 0 1039 1 0 45 46 2144 05:00 PM 0 295 16 311 0 0 0 0 2 224 0 226 1 0 8 9 546
05:15 PM 1 258 16 275 0 0 0 0 7 244 0 251 0 0 11 11 537 05:30 PM 1 275 15 291 0 0 0 0 7 226 0 233 2 0 9 11 535
05:45 PM 0 244 19 263 0 0 0 0 6 268 0 274 0 0 18 18 555 Total 2 1072 66 1140 0 0 0 0 22 962 0 984 3 0 46 49 2173 Grand Total 7 7927 399 8333 1 0 0 1 229 11161 1 11391 23 1 470 494 20219 Apprch % 0.1 95.1 4.8 100 0 0 2 98 0 4.7 0.2 95.1
Total % 0 39.2 2 41.2 0 0 0 0 1.1 55.2 0 56.3 0.1 0 2.3 2.4 Redondo Avenue
Southbound
East 20th Street
Westbound
Redondo Avenue
Northbound
East 20th Street
Eastbound
Start Time Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 06:00 AM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 259 22 281 0 0 0 0 9 248 0 257 0 0 17 17 555 04:30 PM 0 244 20 264 0 0 0 0 7 278 0 285 1 0 10 11 560 04:45 PM 0 244 15 259 0 0 0 0 4 256 0 260 0 0 10 10 529 05:00 PM 0 295 16 311 0 0 0 0 2 224 0 226 1 0 8 9 546
Total Volume 0 1042 73 1115 0 0 0 0 22 1006 0 1028 2 0 45 47 2190 % App. Total 0 93.5 6.5 0 0 0 2.1 97.9 0 4.3 0 95.7
PHF .000 .883 .830 .896 .000 .000 .000 .000 .611 .905 .000 .902 .500 .000 .662 .691 .978 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : LBCRE20 12hr
Site Code :
Start Date : 2/22/2017
Page No : 3
City of Long Beach
N/S: Redondo Avenue
E/W: East 20th Street
Weather: Clear
Redondo Avenue
East 20th Street
East 20th Street
Redondo Avenue
Right
73 Thru
1042
Left
0 Out In Total
1008 1115 2123
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
22 Thru
1006
Right
0 Out In Total
1087 1028 2115
Left
2 Thru
0 Right
45 Total Out In
95 47 142
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 06:00 AM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 12:30 PM 07:00 AM 12:30 PM
+0 mins. 0 295 16 311 0 0 0 0 5 274 0 279 1 0 16 17
+15 mins. 1 258 16 275 0 0 0 0 11 249 0 260 1 0 14 15
+30 mins. 1 275 15 291 0 0 0 0 1 280 0 281 2 0 23 25
+45 mins. 0 244 19 263 1 0 0 1 9 301 0 310 0 0 10 10
Total Volume 2 1072 66 1140 1 0 0 1 26 1104 0 1130 4 0 63 67 % App. Total 0.2 94 5.8 100 0 0 2.3 97.7 0 6 0 94
PHF .500 .908 .868 .916 .250 .000 .000 .250 .591 .917 .000 .911 .500 .000 .685 .670 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268
Location: Long Beach Date: 2/22/2017
N/S: Redondo Avenue Weather: Clear
E/W: East 20th Street
North Leg East Leg South Leg West Leg
Redondo Avenue East 20th Street Redondo Avenue East 20th Street 0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 1 0 0 1
0 0 0 1 1
0 0 0 0 0
0 1 0 0 1
0 0 0 0 0
0 1 0 0 1
0 0 0 0 0
0 1 0 0 1
0 0 1 2 3
0 0 0 0 0
0 0 0 1 1
0 0 0 1 1
0 3 0 1 4
0 1 0 2 3
0 0 0 0 0
0 0 0 0 0
0 1 0 0 1
0 0 0 0 0
0 0 0 0 0
0 1 0 2 3
0 0 0 1 1
0 2 0 0 2
0 1 0 0 1
0 1 1 0 2
0 0 0 0 0
0 0 0 0 0
1 1 0 2 4
0 0 0 0 0
0 0 0 2 2
0 1 0 1 2
0 4 0 1 5
0 0 0 2 2
0 1 1 0 2
0 0 0 1 1
0 3 0 2 5
0 0 0 4 4
0 0 0 2 2
0 0 0 3 3
0 2 0 1 3
0 1 0 0 1
0 0 0 4 4
0 0 0 3 3
0 0 0 2 2
0 2 0 1 3
0 1 0 1 2
1 30 3 43 77
6:15 AM
6:30 AM
6:45 AM
7:00 AM
4:15 PM
9:15 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
11:15 AM
11:30 AM
6:00 AM
PEDESTRIANS
1:15 PM
Time TOTAL
9:00 AM
1:30 PM
1:45 PM
11:45 AM
12:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
11:00 AM
10:15 AM
10:45 AM
9:30 AM
10:00 AM
10:30 AM
9:45 AM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268
Location: Date: 2/22/2017
N/S: Weather: Clear
E/W:
North Leg East Leg South Leg West Leg
Redondo Avenue East 20th Street Redondo Avenue East 20th Street 0 0 0 0 0
0 0 0 0 0
1 0 0 0 1
1 0 1 0 2
0 0 0 0 0
0 0 0 0 0
0 0 3 1 4
0 0 0 0 0
0 0 1 0 1
0 0 0 0 0
0 0 0 0 0
1 0 0 0 1
0 0 1 0 1
1 0 0 0 1
0 0 0 0 0
0 0 0 0 0
1 0 1 0 2
0 0 1 0 1
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
1 0 0 0 1
0 0 0 0 0
0 0 1 0 1
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 1 0 1
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
1 0 0 0 1
2 0 0 0 2
0 0 1 0 1
1 0 1 0 2
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
1 0 1 0 2
0 0 0 0 0
0 1 0 0 1
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
11 1 15 1 28
7:00 AM
Time TOTAL
TOTAL VOLUMES:
6:45 AM
6:15 AM
6:00 AM
9:30 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
BICYCLES
Long Beach
Redondo Avenue
East 20th Street
8:30 AM
8:45 AM
9:00 AM
9:15 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
10:45 AM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
6:30 AM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
3:45 PM
APPENDIX C
Traffic Signal Warrants Worksheets
W.G. Zimmerman Engineering, Inc.
17011 Beach Boulevard, Suite 1240
Huntington Beach, CA 92647
(714) 799 -1700 / (714) 333 -4712 Fax
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 4C – Traffic Control Signal Needs Studies
Part 4 – Highway Traffic Signals
November 7, 2014
1912 1804 1276 1515 1867 2093 2168 2195
A.M. A.M. P.M. P.M. P.M. P.M. P.M. P.M.
7:30 8:30 12:00 1:00 2:00 3:00 4:00 5:00
Redondo Avenue 41/42
East 20 25 th Street
February 2020
64 41 53 53 64 69 54 57
1888 1818 1276 1515 1841 2093 2168 2195
7:15 8:15 12:00 1:00 2:00 3:00 4:00 5:00
60 42 53 53 64 69 54 57
A.M. A.M. P.M. P.M. P.M. P.M. P.M. P.M.
3/7/2017
3/8/2017
SO
KB
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 4C – Traffic Control Signal Needs Studies
Part 4 – Highway Traffic Signals
November 7, 2014
A.M. P.M. P.M. P.M.
7.30 12:30 2:30 3:30
1912 1389 1974 2142
2:30
P.M.
1974
69 64 70 69 60
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) (NOT USED)
Chapter 4C – Traffic Control Signal Needs Studies
Part 4 – Highway Traffic Signals
November 7, 2014
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) (NOT USED)
Chapter 4C – Traffic Control Signal Needs Studies
Part 4 – Highway Traffic Signals
November 7, 2014