Agenda packet — Los Alamitos City Council, November 18, 2024 (part 16 of 18)

5 ACCESSORY THERMOSTATS

PART NUMBER PROGRAM GAS ELECTRIC HEAT PUMP HEAT COOL
Comfort
TC ---PAC01 5 --- 2 Day √ √ 1 1
TC ---NAC01 NP √ √ 1 1
TCSNAC01 NP √ √ 1 1

THERMOSTAT ACCESSORIES

PART NUMBER DESCRIPTION THERMOSTATS USED WITH
TSTATXXCNV10‡ Thermostat Conversion Kit (4 to 5 wire) --- 10 pack All Carrier branded thermostats TX --- LBP01 Large Decorative Backplate TP ---Pxx, TP ---Nxx, TC ---Pxx TX ---MBP01 Medium Decorative Backplate TC ---Nxx, TB ---Pxx

ACCESSORIES

KIT NUMBER DESCRIPTION
Unit Sizes --- Series
18 --- 31 24 --- 30 30 --- 30 36 --- 30 42 --- 30 48 --- 31 49 --- 30 60 --- 30 61 --- 30 KAAFT0101AAA FREEZE THERMOSTAT X X X X X X X X X
KAATD0101TDR TIME DELAY RELAY X X X X X X X X X
KSALA0301410 LOW AMBIENT PSW X X X X X X X X X
KSALA0601AAA{ MOTORMASTER 230V X X X X X X X X X
HC32GE234 MOTOR FAN BALL BEARING X
HC34GE240 MOTOR FAN BALL BEARING X X
HC32GE229 MOTOR FAN BALL BEARING X
HC38GE228 MOTOR FAN BALL BEARING X
HC40GE228 MOTOR FAN BALL BEARING X X X X
KSAHS1701AAA HARD START (CAP / RELAY) X X X X X X X X X KSACY0101AAA CYCLE PROTECTOR X X X X X X X X X
KSASF0101AAA SUPPORT FEET X X X X X X X X X
KAACS0201PTC START ASSIST PTC X X X X X X X X X
KAALS0201LLS LIQUID LINE SOLENOID X X X X X X X X X
KAAWS0101AAA WINTER START X X X X X X X X X
KAACH1701AAA CRANKCASE HTR X X X X
KAACH1601AAA CRANKCASE HTR X S S S S
KSATX0201PUR TXV PURON HSO X X X
KSATX0301PUR TXV PURON HSO X
KSATX0401PUR TXV PURON HSO X X
KSATX0501PUR TXV PURON HSO X X X
KSASH0601COP SOUND HOOD X X X X X
KSASH2101COP SOUND HOOD X X X X
KAALP0401PUR LOW PRESSURE SWITCH X X X X X X X X X
KAAHI0501PUR HIGH PRESSURE SWITCH X X X X X X X X X
{ Required accessories include ball bearing fan motor, compressor start assist (CAP / Relay), crankcase heater, evaporator freeze stat, hard shut ---off TXV.

X = Accessory / S --- Standard
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Page 2618 of 3005 ends

6 ACCESSORY USAGE GUIDELINE

ACCESSORY
REQUIRED FOR LOW ---AMBIENT COOLING APPLICATIONS
(Below 55°F/12.8_C)

REQUIRED FOR LONG
LINE
APPLICATIONS*
(Over 80 ft./24.38 m)

REQUIRED FOR

SEA COAST

APPLICATIONS
(Within 2 miles/3.22 km)
Ball Bearing Fan Motor Yes{ No No
Compressor Start Assist Capacitor and Relay Yes Yes No
Crankcase Heater Yes Yes No
Evaporator Freeze Thermostat Yes No No
Hard Shut---Off TXV Yes Yes Yes
Liquid Line Solenoid Valve No No No
Motor Master® Control or
Low---ambient Pressure Switch Yes No No
Support Feet Recommended No Recommended
Winter Start Control Yes No No
* For tubing line sets between 80 and 200 ft. (24.38 and 60.96 m) and/or 20 ft. (6.09 m) vertical differential, refer to Residential Split ---System Longline Application Guideline.
{ Required for Low ---Ambient Controller (full modulation feature) MotorMasterr Control.

Accessory Description and Usage (Listed Alphabetically)

1. Ball--Bearing Fan Motor
A fan motor with ball bearings which permits speed reduction while maintaining bearing lubrication.

Usage Guideline:

Required on all units when MotorMasterr is used.

2. Compressor Start Assist -- Capacitor and Relay
Start capacitor and relay gives a ”hard” boost to compressor motor at each start up.

Usage Guideline:

Required for reciprocating compressors in the
following applications:

Long line
Low ambient cooling
Hard shut off expansion valve on indoor coil
Liquid line solenoid on indoor coil
Required for single--phase scroll compressors in the
following applications:

Long line
Low ambient cooling
Suggested for all compressors in areas with a history of low voltage problems.

3. Compressor Start Assist — PTC Type
Solid state electrical device which gives a ”soft” boost to the compressor at each start--up.

Usage Guideline:

Suggested in installations with marginal power supply.

4. Crankcase Heater
An electric resistance heater which mounts to the base of the compressor to keep the lubricant warm during off cycles.

Improves compressor lubrication on restart and minimizes the chance of liquid slugging.

Usage Guideline:

Required in low ambient cooling applications.

Required in long line applications.

Suggested in all commercial applications.

5. Cycle Protector
The cycle protector is designed to prevent compressor short cycling. This control provides an approximate 5--minute delay after power to the compressor has been interrupted for any reason, including power outage, protector control trip, thermostat jiggling, or normal cycling.

6. Evaporator Freeze Thermostat
An SPST temperature--actuated switch that stops unit operation when evaporator reaches freeze--up conditions.

Usage Guideline:

Required when low ambient kit has been added.

7. Low--Ambient Pressure Switch Kit
A long life pressure switch which is mounted to outdoor unit service valve. It is designed to cycle the outdoor fan motor in order to maintain head pressure within normal operating limits (approximately 100 psig to 225 psig). The control will maintain working head pressure at low--ambient temperatures down to 0_F (--18_C) when properly installed.

Usage Guideline:

A Low--Ambient Pressure Switch or MotorMasterr
Low--Ambient Controller must be used when cooling operation is used at outdoor temperatures below 55_F (12.8_C).

8. MotorMasterr Low--Ambient Controller
A fan--speed control device activated by a temperature sensor, designed to control condenser fan motor speed in response to the saturated, condensing temperature during operation in cooling mode only. For outdoor temperatures down to --20_F (--28.9_C), it maintains condensing temperature at 100_F ±10_F (37.8_C ±

5.5_C).

Usage Guideline:

A MotorMasterr Low Ambient Controller or
Low--Ambient Pressure Switch must be used when
cooling operation is used at outdoor temperatures
below 55_F (12.8_C).

Suggested for all commercial applications.

9. Outdoor Air Temperature Sensor
Designed for use with Carrier Thermostats listed in this publication. This device enables the thermostat to display the outdoor temperature. This device also
is required to enable special thermostat features such as auxiliary heat lock out.

Usage Guideline:

Suggested for all Carrier thermostats listed in this
publication.
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Page 2619 of 3005 ends

7 Accessory Description and Usage (Listed Alphabetically) (Continued)

10. Sound Hood
Wraparound sound reducing cover for the compressor. Reduces the sound level by about 2 dBA.

Usage Guideline:

Suggested when unit is installed closer than 15 ft (4.57 m) to quiet areas, bedrooms, etc.

Suggested when unit is installed between two houses less than 10 ft (3.05 m) apart.

11. Support Feet
Four stick--on plastic feet that raise the unit 4 in. (101.6 mm) above the mounting pad. This allows sand, dirt, and other debris to be flushed from the unit base, minimizing corrosion.

Usage Guideline:

Suggested in the following applications:

Coastal installations.

Windy areas or where debris is normally circulating.

Rooftop installations.

For improved sound ratings.

12. Thermostatic Expansion Valve (TXV)
A modulating flow--control valve which meters refrigerant liquid flow rate into the evaporator in response to the superheat of the refrigerant gas leaving the evaporator.

Kit includes valve, adapter tubes, and external equalizer tube.

Hard shut off types are available.

NOTE: When using a hard shut off TXV with single phase
reciprocating compressors, a Compressor Start Assist Capacitor and Relay is required.

Usage Guideline:

Required to achieve AHRI ratings in certain equipment
combinations. Refer to combination ratings.

Hard shut off TXV or LLS required in air conditioner
long line applications.

Required for use on all zoning systems.

13. Time--Delay Relay
An SPST delay relay which briefly continues operation of indoor blower motor to provide additional cooling after the compressor cycles off.

NOTE: Most indoor unit controls include this feature. For those that do not, use the guideline below.

Usage Guideline:

For improved efficiency ratings for certain
combinations of indoor and outdoor units. Refer to
AHRI Unitary Directory.

14. Winter Start Control
This control is designed to alleviate nuisance opening of the low--pressure switch by bypassing it for the first 3 minutes of operation.
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Page 2620 of 3005 ends

8 ELECTRICAL DATA

UNIT SIZE V/PH
OPER VOLTS* COMPR FAN
MCA

MIN WIRE
SIZE{
60° C

MIN WIRE
SIZE{
75° C
MAX
LENGTH
ft. (m)}
60° C
MAX
LENGTH
ft. (m)}
75° C
MAX FUSE**
or CKT BRK

MAX MIN LRA RLA FLA AMPS
18 --- 31
208/230/1 ---60 253 197

48.0 9.0 0.50 11.8 14 14 67 (20.4) 64 (19.5) 20
24 --- 30 58.3 13.5 0.75 17.7 14 14 46 (14.0) 43 (13..1) 25 30 --- 30 64.0 12.8 0.75 16.8 14 14 44 (13.4) 41 (12.5) 25 36 --- 30 77.0 14.1 0.50 18.1 12 12 57 (17.4) 54 (16.5) 30 42 --- 30 112.0 17.9 1.20 23.6 10 10 85 (25.9) 81 (24.7) 40 48 --- 31 109.0 19.9 1.20 26.1 10 10 70 (21.3) 67 (20.4) 40 49 --- 30 117.0 21.8 1.20 26.1 10 10 70 (21.3) 67 (20.4) 40 60 --- 30 135.0 21.4 1.20 28.0 8 10 91 (27.7) 56 (17.1) 40 61 --- 30 134.0 25.0 1.20 32.5 8 10 94 (28.7) 58 (17.7) 50 * Permissible limits of the voltage range at which the unit will operate satisfactorily { If wire is applied at ambient greater than 30_C, consult table 310 ---16 of the NEC (NFPA 70). The ampacity of non ---metallic ---sheathed cable (NM), trade name ROMEX, shall be that of 60_C conditions, per the NEC (NFPA 70) Article 334 ---80. If other than uncoated (no ---plated), 60 or 75_C insulation, copper wire (solid wire for 10 AWG or smaller, stranded wire for larger than 10 AWG) is used, consult applicable tables of the NEC (NFPA 70). } Length shown is as measured one way along wire path between unit and service panel for voltage drop not to exceed 2%. ** Time ---Delay fuse.

FLA --- Full Load Amps
LRA --- Locked Rotor Amps
MCA --- Minimum Circuit Amps
RLA --- Rated Load Amps
NOTE: Control circuit is 24 ---V on all units and requires external power source. Copper wire must be used from service disconnect to unit.

All motors/compressors contain internal overload protection.

Complies with 2007 requirements of ASHRAE Standards 90.1 A--WEIGHTED SOUND POWER LEVEL (dBA)
Unit Size ---
Voltage, Series
Standard
Rating (dBA)
TYPICAL OCTAVE BAND SPECTRUM (dBA without tone adjustment) 125 250 500 1000 2000 4000 8000
018 --- 31 76 52.5 59.0 65.5 70.5 64.5 59.0 54.5
024 --- 30 76 57.5 64.0 69.0 71.0 69.0 64.5 60.0
030 --- 30 76 55.0 63.5 68.0 69.5 67.0 63.5 58.5
036 --- 30 76 50.5 59.5 64.5 70.5 62.0 59.5 54.5
042 --- 30 78 52.5 62.0 66.0 73.5 68.0 62.0 55.5
048 --- 31 78 57.5 61.5 66.0 70.5 65.5 59.5 53.5
049 --- 30 78 51.5 62.0 67.5 73.5 69.0 64.5 62.0
060 --- 30 78 55.0 62.5 67.5 70.5 65.0 61.0 53.5
061 --- 30 78 56.5 63.0 65.5 69.0 67.0 61.5 56.0
NOTE: Tested in accordance with AHRI Standard 270 ---08 (not listed in AHRI).

A--WEIGHTED SOUND POWER LEVEL (dBA) WITH SOUND SHIELD
Unit Size ---
Voltage, Series
Standard
Rating (dBA)
TYPICAL OCTAVE BAND SPECTRUM (dBA without tone adjustment) 125 250 500 1000 2000 4000 8000
018 --- 31 74 55.5 59.0 65.0 68.5 63.5 58.0 52.0
024 --- 30 75 58.0 64.0 69.0 70.5 68.5 64.5 59.5
030 --- 30 75 55.5 63.0 68.0 69.0 67.0 63.0 58.5
036 --- 30 74 51.5 58.5 62.0 65.0 61.0 58.0 52.0
042 --- 30 76 53.0 62.0 65.5 72.0 65.0 61.0 54.0
048 --- 31 76 58.5 61.5 66.0 69.0 64.0 58.5 51.0
049 --- 30 76 53.0 61.5 67.5 72.0 68.0 61.5 59.0
060 --- 30 75 56.5 62.5 66.5 68.0 63.0 59.5 51.5
061 --- 30 75 57.0 63.0 65.5 67.0 65.5 59.0 52.5
NOTE: Tested in accordance with AHRI Standard 270 ---08 (not listed in AHRI).

CHARGING SUBCOOLING (TXV--TYPE EXPANSION DEVICE)
UNIT SIZE ---VOLTAGE, SERIES REQUIRED SUBCOOLING _F(_C) 18 --- 31 10 (5.6)
24 --- 30 10 (5.6)
30 --- 30 10 (5.6)
36 --- 30 10 (5.6)
42 --- 30 9 (5.0)
48 --- 31 10 (5.6)
49 --- 30 8 (4.4)
60 --- 30 9 (5.0)
61 --- 30 9 (5.0)
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9 DIMENSIONS -- ENGLISH
B
3"
K
5/16"
L
C 3 1/2"
1 7/8"
N
P
M
E
F
G
A 208-230-1-60
230-1-60
208/230-3-60
460-3-60
UNIT SERIES ELECTRICAL CHARACTERISTICS A B CD E F G K L M N P OPERATING WEIGHT (lbs) SHIPPING WEIGHT (lbs) SHIPPING DIMENSIONS (L x W x H) 24ABC618 0 X O O O 23 1/8" 28 11/16" 3 3/4" 3/4" 4 7/16" 18 1/16" 7 13/16" 2 13/16" 1/2" 13" 12" 13" 118 141 24 1/4" X 27 3/8" X 32 9/16" 24ABC624 0 X O O O 31 3/16" 28 5/16" 3 3/4" 3/4" 6 9/16" 24 11/16" 9 1/8" 2 13/16" 1/2" 16" 16" 13" 147 183 32 3/8" X 35 1/2" X 32 9/16" 24ABC630 0 X O O O 31 3/16" 32 5/16" 3 3/4" 3/4" 6 9/16" 24 11/16" 9 1/8" 2 13/16" 1/2" 15 1/2" 16" 14 1/4" 153 188 32 3/8" X 35 1/2" X 35 15/16" 24ABC636 0 X O O O 35" 28 5/16" 3 7/8" 7/8" 6 9/16" 28 7/16" 9 1/8" 2 15/16" 5/8" 16" 16" 13" 165 204 36 1/8" X 39 5/16" X 32 9/16" 24ABC642 0 X O O O 35" 39 1/8" 3 7/8" 7/8" 6 9/16" 28 7/16" 9 1/8" 2 15/16" 5/8" 16 1/2" 17 1/2" 17 1/2" 213 254 36 1/8" X 39 5/16" X 42 3/4" 24ABC648 0 X O O O 35" 32 5/16" 3 7/8" 7/8" 6 9/16" 28 7/16" 9 1/8" 2 15/16" 5/8" 17" 17 1/2" 14 1/4" 231 274 36 1/8" X 39 5/16" X 35 15/16" 24ABC660 0 X O O O 35" 45 15/16" 3 7/8" 7/8" 6 9/16" 28 7/16" 9 1/8" 2 15/16" 5/8" 16 1/2" 17" 16 1/4" 272 310 36 1/8" X 39 5/16" X 49 9/16" 24ABC618 1 X O O O 25 3/4" 28 11/16" 3 3/4" 3/4" 4 7/16" 21 1/4" 7 13/16" 2 13/16" 1/2" 13 5/8" 13 1/2" 12 3/4" 125 154 26 7/8" X 30 1/16" X 32 9/16" 24ABC661 0 X O O O 35" 45 15/16" 3 7/8" 7/8" 6 9/16" 28 7/16" 9 1/8" 2 15/16" 5/8" 16 1/2" 17" 16 1/4" 272 310 36 1/8" X 39 5/16" X 49 9/16" 24ABC648 1 X O O O 35" 39 1/8" 3 7/8" 7/8" 6 9/16" 28 7/16" 9 1/8" 2 15/16" 5/8" 17 1/2" 16 1/2" 15" 264 317 36 1/8" X 39 5/16" X 42 3/4" 24ABC649 0 X O O O 35" 39 1/8" 3 7/8" 7/8" 6 9/16" 28 7/16" 9 1/8" 2 15/16" 5/8" 17 1/2" 16 1/2" 15" 231 269 36 1/8" X 39 5/16" X 42 3/4"

UNIT SIZE

MINIMUM

MOUNTING PAD

DIMENSIONS
18 26" X 26"
24,30 31 1/2" X 31 1/2"
36, 48, 49, 60, 61 35" X 35"

AIR DISCHARGE
SQ. AIR

DISCHARGE AIR IN
VAPOR LINE CONN. D
3/8"
LIQUID LINE CONN.

AIR IN
AIR IN
AIR IN
3/8" TIEDOWN KNOCKOUTS
(2) PLACES

FIELD CONTROL
SUPPLY CONN.
7/8" HOLE
FIELD POWER SUPPLY CONN.
7/8" HOLE WITH1 1/8" KNOCKOUT
X = YESO = NO
24ABC6
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Page 2622 of 3005 ends

10 DIMENSIONS -- SI
B

76.2 K

8.0 L
C 88.9

47.6 N
P
M
E
F
G
A
208-230-1-60
230-1-60
208/230-3-60
460-3-60
UNIT SERIES ELECTRICAL CHARACTERISTICS A B CD E F G K L M N P OPERATING WEIGHT (Kgs) SHIPPING WEIGHT (Kgs) SHIPPING DIMENSIONS (L x W x H) 24ABC618 0 X O O O 587.3 728.7 95.2 19.0 112.7 458.8 198.4 71.4 12.7 330.2 304.8 330.2 53.4 64.0 616.0 X 695.3 X 827.1 24ABC624 0 X O O O 792.2 719.2 95.2 19.0 166.7 627.1 231.8 71.4 12.7 406.4 406.4 330.2 66.5 82.8 822.3 X 901.7 X 827.1 24ABC630 0 X O O O 792.2 820.8 95.2 19.0 166.7 627.1 231.8 71.4 12.7 393.7 406.4 362.0 69.3 85.2 822.3 X 901.7 X 912.8 24ABC636 0 X O O O 889.0 719.2 98.6 22.2 166.7 722.3 231.8 74.6 15.9 406.4 406.4 330.2 74.8 92.5 917.6 X 998.6 X 827.1 24ABC642 0 X O O O 889.0 993.8 98.6 22.2 166.7 722.3 231.8 74.6 15.9 419.1 444.5 444.5 96.4 115.2 917.6 X 998.6 X 1085.8 24ABC648 0 X O O O 889.0 820.8 98.6 22.2 166.7 722.3 231.8 74.6 15.9 431.8 444.5 362.0 104.8 124.3 917.6 X 998.6 X 912.8 24ABC660 0 X O O O 889.0 1166.8 98.6 22.2 166.7 722.3 231.8 74.6 15.9 419.1 431.8 412.8 123.4 140.6 917.6 X 998.6 X 1258.9 24ABC618 1 X O O O 654.0 728.7 95.2 19.0 112.7 539.8 198.4 71.4 12.7 346.1 342.9 323.9 56.7 69.9 682.6 X 763.6 X 827.1 24ABC661 0 X O O O 889.0 1166.8 98.6 22.2 166.7 722.3 231.8 74.6 15.9 419.1 431.8 412.8 123.4 140.6 917.6 X 998.6 X 1258.9 24ABC648 1 X O O O 889.0 993.8 98.6 22.2 166.7 722.3 231.8 74.6 15.9 444.5 419.1 381.0 119.7 143.8 917.6 X 998.6 X 1085.8 24ABC649 0 X O O O 889.0 993.8 98.6 22.2 166.7 722.3 231.8 74.6 15.9 444.5 419.1 381.0 104.8 122.0 917.6 X 998.6 X 1085.8

UNIT SIZE

MINIMUM

MOUNTING PAD

DIMENSIONS
18 660.4 X 660.4
24,30 800.1 X 800.1
36, 48, 49, 60, 61 889.0 X 889.0

AIRDISCHARGE

AIR DISCHARGE
SQ.

AIR IN
VAPOR LINE CONN. D

9.53 LIQUID LINE CONN.

AIR IN
AIR IN
AIR IN

9.53 TIEDOWN KNOCKOUTS
(2) PLACES

FIELD CONTROL
SUPPLY CONN.

22.23 HOLE
FIELD POWER SUPPLY CONN.

22.23 HOLE WITH

28.58 KNOCKOUT
X = YESO = NO
24ABC6
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Page 2623 of 3005 ends

11 CLEARANCES
Clearances (various examples)
Wall
6”
(152.4)
24”
(609.6)
Service
Wall
Wall
Wall
12”
(304.8)
12”
(304.8)
18”
(457.2)
24”
(609.6)
Service
6”
(152.4)
12”
(304.8)
24”
(609.6)
Service
24”
(609.6)
Service
24”
(609.6)
Service
Note: Numbers in ( ) = mm
18”
(457.2)
18”
(457.2)
12”
(304.8)
IMPORTANT: When installing multiple units in an alcove, roof well, or partially enclosed area, ensure there is adequate ventilation to prevent re--circulation of discharge air. 24ABC6
221

Page 2624 of 3005 ends

Catalog No: 24ABC6 ---3PD
Replaces: 24ABC6 --- 2PD
Printed in U.S.A. Edition Date: 08/11
24ABC6
222

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4665 Lampson Avenue
14501-10 Noise Study.docx
APPENDIX 10.2:

OPERATIONAL NOISE LEVEL CALCULATIONS

223

Page 2626 of 3005 ends

4665 Lampson Avenue
14501-10 Noise Study.docx
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224

Page 2627 of 3005 ends

14501 - 4665 Lampson Ave
CadnaA Noise Prediction Model: 14501-03_Operatrion.cna
Date: 16.05.23
Analyst: B. Maddux
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB) 0.00
Max. Search Radius (#(Unit,LEN)) 2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN)) 999.99
Min. Length of Section (#(Unit,LEN)) 1.01
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 5.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source - Rcvr 1000.00 1000.00
Min. Distance Rvcr - Reflector 1.00 1.00
Min. Distance Source - Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP)) 10
rel. Humidity (%) 70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED)) 3.0
Roads (TNM)
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (ft) (ft) (ft) (ft) R1 R1 45.0 40.9 47.9 0.0 0.0 0.0 x Total 5.00 r 6015314.98 2233283.64 5.00 R2 R2 36.5 32.4 39.4 0.0 0.0 0.0 x Total 5.00 r 6016385.39 2232771.38 5.00 R3 R3 48.5 43.4 50.7 0.0 0.0 0.0 x Total 5.00 r 6014862.95 2232536.23 5.00 R4 R4 19.2 15.9 22.7 0.0 0.0 0.0 x Total 5.00 r 6009375.12 2233274.30 5.00 Point Source(s)
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) Outdoor1 Outdoor1 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 5.00 r 6014515.46 2232859.89 5.00 Outdoor2 Outdoor2 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 5.00 r 6014905.88 2232886.67 5.00 Outdoor3 Outdoor3 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 5.00 r 6014974.79 2232885.96 5.00 Outdoor4 Outdoor4 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 5.00 r 6014968.40 2232826.34 5.00 Outdoor5 Outdoor5 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 5.00 r 6014516.32 2232922.72 5.00 Outdoor6 Outdoor6 91.5 91.5 91.5 Lw 91.5 900.00 0.00 0.00 5.00 r 6014903.31 2232826.34 5.00 PARK1 PARK1 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6014551.64 2232893.53 5.00 PARK2 PARK2 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6014543.80 2232698.46 5.00 PARK3 PARK3 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6015301.33 2232850.26 5.00 PARK4 PARK4 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6014933.04 2232920.66 5.00 PARK5 PARK5 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6015342.10 2232850.08 5.00 PARK6 PARK6 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6014592.61 2233079.31 5.00 PARK7 PARK7 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6014590.09 2232874.97 5.00 PARK8 PARK8 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6014481.15 2233019.85 5.00 PARK9 PARK9 87.8 87.8 87.8 Lw 87.8 900.00 0.00 540.00 5.00 r 6014584.35 2232692.26 5.00 TRASH1 TRASH1 89.0 89.0 89.0 Lw 89.0 150.00 0.00 90.00 8.00 r 6014589.16 2232994.47 8.00 Urban Crossroads, Inc.
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Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) TRASH2 TRASH2 89.0 89.0 89.0 Lw 89.0 150.00 0.00 90.00 8.00 r 6014589.16 2232994.47 8.00 GMAC001 AC001 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014991.90 2232631.19 3.00 GMAC002 AC002 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015026.19 2232629.67 3.00 GMAC003 AC003 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015130.79 2232626.41 3.00 GMAC004 AC004 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015165.28 2232626.48 3.00 GMAC005 AC005 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014943.37 2232704.41 3.00 GMAC006 AC006 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014944.89 2232736.31 3.00 GMAC007 AC007 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015083.70 2232732.75 3.00 GMAC008 AC008 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015077.84 2232731.88 3.00 GMAC009 AC009 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015076.32 2232699.76 3.00 GMAC010 AC010 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015083.48 2232699.55 3.00 GMAC011 AC011 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014881.44 2232736.87 3.00 GMAC012 AC012 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014687.26 2232802.85 3.00 GMAC013 AC013 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014690.47 2232637.05 3.00 GMAC014 AC014 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014879.92 2232704.32 3.00 GMAC015 AC015 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014747.98 2232707.36 3.00 GMAC016 AC016 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014741.25 2232707.14 3.00 GMAC017 AC017 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014743.20 2232739.91 3.00 GMAC018 AC018 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014748.63 2232739.69 3.00 GMAC019 AC019 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014608.31 2232710.22 3.00 GMAC020 AC020 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014608.74 2232742.99 3.00 GMAC021 AC021 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014652.21 2232803.06 3.00 GMAC022 AC022 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014616.18 2232852.50 3.00 GMAC023 AC023 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014727.12 2232830.54 3.00 GMAC024 AC024 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014831.20 2232917.82 3.00 GMAC025 AC025 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014867.70 2232827.32 3.00 GMAC026 AC026 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015002.34 2232804.67 3.00 GMAC027 AC027 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015003.12 2232837.57 3.00 GMAC028 AC028 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014799.30 2232804.49 3.00 GMAC029 AC029 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014798.95 2232801.37 3.00 GMAC030 AC030 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015088.54 2232907.10 3.00 GMAC031 AC031 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015054.16 2232907.36 3.00 GMAC032 AC032 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014869.53 2232887.57 3.00 GMAC033 AC033 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014873.87 2232866.43 3.00 GMAC034 AC034 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014732.46 2232869.69 3.00 GMAC035 AC035 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014690.27 2232920.38 3.00 GMAC036 AC036 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014660.93 2232933.66 3.00 GMAC037 AC037 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014616.23 2232891.91 3.00 GMAC038 AC038 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014688.14 2232807.62 3.00 GMAC039 AC039 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014655.94 2232975.46 3.00 GMAC040 AC040 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014622.26 2233003.37 3.00 GMAC041 AC041 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014619.31 2233025.37 3.00 GMAC042 AC042 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014620.83 2233064.65 3.00 GMAC043 AC043 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014624.73 2233085.48 3.00 GMAC044 AC044 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014739.49 2232979.84 3.00 GMAC045 AC045 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014739.06 2232983.97 3.00 GMAC046 AC046 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014748.39 2232983.97 3.00 GMAC047 AC047 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014749.69 2232980.28 3.00 GMAC048 AC048 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014759.67 2233000.46 3.00 GMAC049 AC049 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014756.42 2233023.03 3.00 GMAC050 AC050 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014733.41 2233022.16 3.00 GMAC051 AC051 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014728.86 2233000.46 3.00 GMAC052 AC052 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014734.93 2233061.01 3.00 GMAC053 AC053 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014758.15 2233062.09 3.00 GMAC054 AC054 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014762.71 2233083.14 3.00 GMAC055 AC055 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014731.89 2233082.92 3.00 GMAC056 AC056 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014700.64 2233110.48 3.00 GMAC057 AC057 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014659.41 2233112.22 3.00 GMAC058 AC058 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014793.31 2233108.53 3.00 GMAC059 AC059 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014832.16 2233055.36 3.00 GMAC060 AC060 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014861.24 2233093.56 3.00 GMAC061 AC061 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014899.65 2233093.12 3.00 GMAC062 AC062 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014925.91 2233084.01 3.00 GMAC063 AC063 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014835.63 2233055.80 3.00 GMAC064 AC064 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014935.45 2232989.39 3.00 GMAC065 AC065 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014925.04 2232989.39 3.00 GMAC066 AC066 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014900.08 2233000.46 3.00 GMAC067 AC067 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014870.78 2233001.33 3.00 GMAC068 AC068 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014835.84 2233022.38 3.00 GMAC069 AC069 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014832.37 2233022.81 3.00 GMAC070 AC070 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014898.56 2232982.23 3.00 GMAC071 AC071 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014859.93 2232983.53 3.00 GMAC072 AC072 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015097.91 2232975.68 3.00 GMAC073 AC073 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014962.45 2232981.14 3.00 GMAC074 AC074 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015088.10 2232976.67 3.00 GMAC075 AC075 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015087.97 2232972.64 3.00 GMAC076 AC076 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015078.86 2232992.56 3.00 Urban Crossroads, Inc.
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Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) GMAC077 AC077 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015004.03 2233018.69 3.00 GMAC078 AC078 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015007.50 2233018.69 3.00 GMAC079 AC079 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015082.50 2233015.17 3.00 GMAC080 AC080 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015083.59 2233053.58 3.00 GMAC081 AC081 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015008.37 2233051.24 3.00 GMAC082 AC082 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015080.51 2233075.46 3.00 GMAC083 AC083 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015004.90 2233051.02 3.00 GMAC084 AC084 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014937.62 2233083.57 3.00 GMAC085 AC085 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014964.53 2233090.74 3.00 GMAC086 AC086 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015049.00 2233103.06 3.00 GMAC087 AC087 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015105.29 2233053.58 3.00 GMAC088 AC088 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015109.46 2233074.81 3.00 GMAC089 AC089 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015104.51 2233013.87 3.00 GMAC090 AC090 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015107.37 2232992.52 3.00 GMAC091 AC091 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015184.85 2233100.46 3.00 GMAC092 AC092 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015219.09 2233051.11 3.00 GMAC093 AC093 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015097.87 2232972.72 3.00 GMAC094 AC094 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015218.70 2233011.53 3.00 GMAC095 AC095 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015214.79 2232990.17 3.00 GMAC096 AC096 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015142.14 2233101.37 3.00 GMAC097 AC097 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015216.10 2233072.72 3.00 GMAC098 AC098 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015277.81 2233098.51 3.00 GMAC099 AC099 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015224.17 2232972.98 3.00 GMAC100 AC100 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015223.91 2232969.08 3.00 GMAC101 AC101 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015233.80 2232969.60 3.00 GMAC102 AC102 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015233.54 2232972.72 3.00 GMAC103 AC103 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015240.31 2233011.53 3.00 GMAC104 AC104 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015243.44 2232989.91 3.00 GMAC105 AC105 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015321.04 2233097.46 3.00 GMAC106 AC106 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015352.55 2233069.08 3.00 GMAC107 AC107 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015382.50 2233069.43 3.00 GMAC108 AC108 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015413.41 2233095.86 3.00 GMAC109 AC109 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015378.08 2233048.07 3.00 GMAC110 AC110 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015355.42 2233047.46 3.00 GMAC111 AC111 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015354.12 2233008.14 3.00 GMAC112 AC112 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015376.77 2233008.75 3.00 GMAC113 AC113 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015349.69 2232986.53 3.00 GMAC114 AC114 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015380.16 2232987.65 3.00 GMAC115 AC115 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015358.28 2232969.60 3.00 GMAC116 AC116 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015358.02 2232965.43 3.00 GMAC117 AC117 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015369.74 2232971.25 3.00 GMAC118 AC118 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015369.48 2232967.08 3.00 GMAC119 AC119 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015496.48 2232967.39 3.00 GMAC120 AC120 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015486.19 2232984.27 3.00 GMAC121 AC121 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015491.92 2233005.62 3.00 GMAC122 AC122 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015492.18 2233044.43 3.00 GMAC123 AC123 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015489.32 2233066.56 3.00 GMAC124 AC124 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015457.29 2233094.16 3.00 GMAC125 AC125 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014827.97 2232803.56 3.00 GMAC126 AC126 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014827.97 2232799.00 3.00 GMAC127 AC127 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015244.85 2233071.83 3.00 GMAC128 AC128 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015241.04 2233050.65 3.00 GMAC129 AC129 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015192.86 2232905.21 3.00 GMAC130 AC130 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015226.76 2232904.25 3.00 GMAC131 AC131 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015274.11 2232831.81 3.00 GMAC132 AC132 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014831.40 2232913.97 3.00 GMAC133 AC133 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015379.36 2232875.61 3.00 GMAC134 AC134 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015364.47 2232839.89 3.00 GMAC135 AC135 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015134.35 2232834.85 3.00 GMAC136 AC136 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015142.03 2232834.20 3.00 GMAC137 AC137 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015363.74 2232807.46 3.00 GMAC138 AC138 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015274.41 2232799.22 3.00 GMAC139 AC139 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015135.00 2232802.60 3.00 GMAC140 AC140 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015141.17 2232802.12 3.00 GMAC141 AC141 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015222.24 2232729.56 3.00 GMAC142 AC142 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015222.33 2232696.40 3.00 GMAC143 AC143 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015496.89 2232838.19 3.00 GMAC144 AC144 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015450.54 2232775.35 3.00 GMAC145 AC145 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015484.39 2232781.12 3.00 GMAC146 AC146 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015495.85 2232804.34 3.00 GMAC147 AC147 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015490.69 2232861.02 3.00 GMAC148 AC148 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015487.30 2232883.16 3.00 GMAC149 AC149 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015449.37 2232910.07 3.00 GMAC150 AC150 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015415.43 2232911.11 3.00 GMAC151 AC151 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015496.24 2232963.54 3.00 GMAC152 AC152 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015216.48 2232729.28 3.00 GMAC153 AC153 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015215.72 2232696.62 3.00 Urban Crossroads, Inc.
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Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) GMAC154 AC154 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015269.86 2232624.09 3.00 GMAC155 AC155 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015304.24 2232623.47 3.00 GMAC156 AC156 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015354.63 2232694.08 3.00 GMAC157 AC157 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015361.75 2232693.74 3.00 GMAC158 AC158 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015356.54 2232726.72 3.00 GMAC159 AC159 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015362.09 2232726.38 3.00 GMAC160 AC160 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015360.14 2232647.73 3.00 GMAC161 AC161 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015493.39 2232644.87 3.00 GMAC162 AC162 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015493.89 2232690.79 3.00 GMAC163 AC163 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6015495.10 2232723.42 3.00 GMAC164 AC164 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014655.85 2232637.97 3.00 GMAC165 AC165 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014829.33 2232633.94 3.00 GMAC166 AC166 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 r 6014795.22 2232634.72 3.00 RTAC001 AC167 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014462.45 2232672.83 43.00 RTAC002 AC168 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014456.55 2232683.76 43.00 RTAC003 AC169 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014462.45 2232683.76 43.00 RTAC004 AC170 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014457.76 2232694.35 43.00 RTAC005 AC171 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014462.80 2232694.18 43.00 RTAC006 AC172 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014457.07 2232701.99 43.00 RTAC007 AC173 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014463.32 2232701.99 43.00 RTAC008 AC174 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014457.42 2232711.54 43.00 RTAC009 AC175 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014463.49 2232711.02 43.00 RTAC010 AC176 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014458.80 2232723.17 43.00 RTAC011 AC177 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014463.49 2232722.65 43.00 RTAC012 AC178 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014458.63 2232731.51 43.00 RTAC013 AC179 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014463.84 2232731.16 43.00 RTAC014 AC180 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014456.29 2232653.55 43.00 RTAC015 AC181 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014462.10 2232653.55 43.00 RTAC016 AC182 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014457.85 2232740.53 43.00 RTAC017 AC183 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014464.10 2232740.53 43.00 RTAC018 AC184 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014449.94 2232825.27 43.00 RTAC019 AC185 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014456.15 2232824.83 43.00 RTAC020 AC186 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014450.48 2232843.17 43.00 RTAC021 AC187 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014457.75 2232843.06 43.00 RTAC022 AC188 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014450.85 2232851.68 43.00 RTAC023 AC189 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014457.75 2232851.70 43.00 RTAC024 AC190 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014451.46 2232860.51 43.00 RTAC025 AC191 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014457.86 2232860.33 43.00 RTAC026 AC192 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014452.05 2232869.60 43.00 RTAC027 AC193 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014458.30 2232869.45 43.00 RTAC028 AC194 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014451.63 2232878.48 43.00 RTAC029 AC195 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014458.47 2232878.39 43.00 RTAC030 AC196 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014452.07 2232890.91 43.00 RTAC031 AC197 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014459.14 2232891.11 43.00 RTAC032 AC198 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014452.33 2232897.40 43.00 RTAC033 AC199 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014459.47 2232897.05 43.00 RTAC034 AC200 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014452.85 2232905.30 43.00 RTAC035 AC201 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014459.27 2232905.43 43.00 RTAC036 AC202 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014453.82 2232917.17 43.00 RTAC037 AC203 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014459.68 2232917.01 43.00 RTAC038 AC204 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014453.80 2232924.31 43.00 RTAC039 AC205 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014459.92 2232924.27 43.00 RTAC040 AC206 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014453.96 2232930.93 43.00 RTAC041 AC207 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014460.01 2232930.86 43.00 RTAC042 AC208 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014454.15 2232937.27 43.00 RTAC043 AC209 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014459.47 2232937.05 43.00 RTAC044 AC210 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014454.48 2232943.56 43.00 RTAC045 AC211 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014459.90 2232943.67 43.00 RTAC046 AC212 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014463.99 2233074.18 43.00 RTAC047 AC213 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014463.45 2233067.45 43.00 RTAC048 AC214 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014472.56 2233074.29 43.00 RTAC049 AC215 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014471.91 2233067.13 43.00 RTAC050 AC216 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014479.83 2233074.18 43.00 RTAC051 AC217 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014479.83 2233066.70 43.00 RTAC052 AC218 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014488.51 2233073.75 43.00 RTAC053 AC219 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014488.30 2233066.26 43.00 RTAC054 AC220 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014497.52 2233073.42 43.00 RTAC055 AC221 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014497.52 2233065.39 43.00 RTAC056 AC222 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014507.50 2233073.21 43.00 RTAC057 AC223 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014507.94 2233065.39 43.00 RTAC058 AC224 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014517.49 2233073.21 43.00 RTAC059 AC225 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014517.92 2233064.53 43.00 RTAC060 AC226 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014527.47 2233072.77 43.00 RTAC061 AC227 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014527.79 2233064.42 43.00 RTAC062 AC228 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014537.88 2233072.77 43.00 RTAC063 AC229 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014537.88 2233064.53 43.00 RTAC064 AC230 76.0 76.0 76.0 Lw 76 675.00 0.00 270.00 3.00 g 6014462.16 2232661.29 43.00 Urban Crossroads, Inc.
228

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Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
6014469.83 2233108.96 40.00 0.00
6014493.26 2233108.61 40.00 0.00
6014493.26 2233091.25 40.00 0.00
6014514.45 2233090.90 40.00 0.00
6014514.97 2233107.57 40.00 0.00
6014538.23 2233107.40 40.00 0.00
6014538.40 2233111.74 40.00 0.00
BUILDING BUILDING00002 x 0 40.00 r 6014426.08 2232978.80 40.00 0.00 6014522.95 2232976.72 40.00 0.00
6014522.26 2232955.01 40.00 0.00
6014495.87 2232956.06 40.00 0.00
6014493.44 2232819.08 40.00 0.00
6014520.00 2232818.56 40.00 0.00
6014519.65 2232795.99 40.00 0.00
6014421.91 2232798.59 40.00 0.00
6014422.43 2232820.12 40.00 0.00
6014434.24 2232819.94 40.00 0.00
6014434.58 2232840.78 40.00 0.00
6014428.51 2232840.78 40.00 0.00
6014429.20 2232865.26 40.00 0.00
6014425.73 2232865.26 40.00 0.00
6014426.42 2232911.61 40.00 0.00
6014430.07 2232911.44 40.00 0.00
6014430.59 2232936.09 40.00 0.00
6014436.84 2232936.09 40.00 0.00
6014437.01 2232956.58 40.00 0.00
6014425.38 2232957.10 40.00 0.00
BUILDING BUILDING00003 x 0 40.00 r 6014421.61 2232768.33 40.00 0.00 6014519.26 2232765.94 40.00 0.00
6014518.61 2232744.46 40.00 0.00
6014492.35 2232744.68 40.00 0.00
6014491.70 2232666.12 40.00 0.00
6014516.22 2232665.47 40.00 0.00
6014516.01 2232644.20 40.00 0.00
6014467.40 2232645.72 40.00 0.00
6014466.96 2232642.25 40.00 0.00
6014443.96 2232642.90 40.00 0.00
6014443.96 2232645.50 40.00 0.00
6014419.44 2232645.50 40.00 0.00
6014419.65 2232678.05 40.00 0.00
6014423.34 2232678.05 40.00 0.00
6014423.99 2232701.27 40.00 0.00
6014440.70 2232700.62 40.00 0.00
6014440.92 2232723.19 40.00 0.00
6014424.86 2232723.19 40.00 0.00
6014424.86 2232746.20 40.00 0.00
6014420.74 2232746.85 40.00 0.00
Ground Absorption(s)
Name Sel. M. ID G Coordinates
x y
(ft) (ft)
Urban Crossroads, Inc.
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4665 Lampson Avenue
14501-10 Noise Study.docx
APPENDIX 11.1:

CONSTRUCTION NOISE LEVEL CALCULATIONS

231

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4665 Lampson Avenue
14501-10 Noise Study.docx
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232

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14501 - 4665 Lampson Ave
CadnaA Noise Prediction Model: 14501-06_Construction.cna Date: 02.04.24
Analyst: B. Maddux
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB) 0.00
Max. Search Radius (#(Unit,LEN)) 2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN)) 999.99
Min. Length of Section (#(Unit,LEN)) 1.01
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 5.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source - Rcvr 1000.00 1000.00
Min. Distance Rvcr - Reflector 1.00 1.00
Min. Distance Source - Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP)) 10
rel. Humidity (%) 70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED)) 3.0
Roads (TNM)
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (ft) (ft) (ft) (ft) R1 R1 59.1 -43.9 56.1 0.0 0.0 0.0 x Total 0.00 a 6015314.98 2233283.64 0.00 R2 R2 54.8 -48.2 51.8 0.0 0.0 0.0 x Total 0.00 a 6016382.65 2232669.61 0.00 R3 R3 63.6 -39.4 60.6 0.0 0.0 0.0 x Total 0.00 a 6014936.74 2232530.15 0.00 R4 R4 35.1 -67.7 32.1 0.0 0.0 0.0 x Total 0.00 a 6009375.12 2233274.30 0.00 Point Source(s)
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) Line Source(s)
Name M. ID Result. PWL Result. PWL' Lw / Li Operating Time Moving Pt. Src Height Day Evening Night Day Evening Night Type Value norm. Day Special Night Number Speed (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) Day Evening Night (mph) (ft) Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
Area Source(s)
Urban Crossroads, Inc.
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Name M. ID Result. PWL Result. PWL'' Lw / Li Operating Time Height Day Evening Night Day Evening Night Type Value norm. Day Special Night (ft) (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) CONSTRUCTION_ACTIVITY CONSTRUCTION_ACTIVITY1 118.6 15.6 15.6 71.2 -31.8 -31.8 PWL-Pt 115.6 8 a Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
CONSTRUCTION_ACTIVITY CONSTRUCTION_ACTIVITY1 8.00 a 6016380.34 2232578.54 8.00 0.00 6016380.16 2232549.89 8.00 0.00
6014933.66 2232581.11 8.00 0.00
6014933.72 2232616.25 8.00 0.00
6014457.04 2232626.27 8.00 0.00
6014411.41 2232627.23 8.00 0.00
6014419.54 2233133.01 8.00 0.00
6015505.92 2233105.37 8.00 0.00
6015494.54 2232604.46 8.00 0.00
Barrier(s)
Name Sel. M. ID Absorption Z-Ext. Cantilever Height Coordinates left right horz. vert. Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
Building(s)
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
Ground Absorption(s)
Name Sel. M. ID G Coordinates
x y
(ft) (ft)
Contour(s)
Name Sel. M. ID OnlyPts Height Coordinates
Begin End x y z
(ft) (ft) (ft) (ft) (ft)
Vertical Area Source(s)
Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
Rail
Name Sel. M. ID Lw' Train Class Correct. Vmax
Day Night Track
(dBA) (dBA) (dB) (km(mph)
Sound Level Spectra
Name ID Type Oktave Spectrum (dB) Source
Weight. 31.5 63 125 250 500 1000 2000 4000 8000 A lin
Roads
Name Sel. M. ID Lme Count Data exact Count Data Speed Limit SCS Surface Gradient Mult. Reflection Day Evening Night DTV Str.class. M p (%) Auto Truck Dist. Dstro Type Drefl Hbuild Dist. (dBA) (dBA) (dBA) Day Evening Night Day Evening Night (mph) (mph) (dB) (%) (dB) (ft) (ft) RoadsGeo
Name Height Coordinates Dist LSlope
Begin End x y z Ground (ft) (%)
(ft) (ft) (ft) (ft) (ft) (ft)
Urban Crossroads, Inc.
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4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT

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4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
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September 19, 2022
Mr. Tom Oliver
City of Los Alamitos
3191 Katella Avenue
Los Alamitos, CA 90720
4665 LAMPSON AVENUE TRAFFIC ANALYSIS SCOPING AGREEMENT
Mr. Tom Oliver,
The firm of Urban Crossroads, Inc. is pleased to submit this scoping letter regarding the traffic analysis for 4665 Lampson Avenue development (Project), which is located in the City of Los Alamitos (see Exhibit 1). This letter describes the proposed Project trip generation, trip distribution, and analysis methodology, which have been used to establish the draft proposed Project study area and analysis locations.

EXHIBIT 1: LOCATION MAP

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PROJECT DESCRIPTION
The Project is anticipated to have an Opening Year of 2026. The Project consists of the development of 55 single family detached residential dwelling units (cluster homes), 114 multifamily (low-rise) residential dwelling units, and 77 affordable apartment dwelling units (total of 246 dwelling units). A preliminary site plan for the proposed Project is shown on Exhibit 2.

Access to the Project site will be accommodated via Lampson Avenue. The site is currently occupied by the California Department of Fish and Wildlife building and parking lot, however, no credit will be taken for the existing use for the purposes of this analysis. Although the proposed Project is located in the City of Los Alamitos, however, access to the site is via intersections controlled by the City of Seal Beach.

EXHIBIT 2: PRELIMINARY SITE PLAN

TRIP GENERATION
Trip generation represents the amount of traffic that is attracted and produced by a development and is based upon the specific land uses planned for a given project. In order to develop the traffic characteristics of the proposed project, trip-generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) for the Single Family Detached Residential Land Use category (ITE Land Use Code 210), Multifamily (Low-Rise) Housing (ITE Land Use Code 220), and Affordable Housing (ITE Land Use Code 223) were used to calculate the trip generation.

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TABLE 1: TRIP GENERATION RATES
The trip generation summary illustrating daily, and peak hour trip generation estimates for the proposed Project are shown on Table 2. The proposed Project is anticipated to generate 1,658 two-way trip-ends per day with 112 AM peak hour trips and 147PM peak hour trips (see Table 2).

TABLE 2: PROJECT TRIP GENERATION SUMMARY

ANALYSIS SCENARIOS
Peak hour operations at each of the study area intersections and site access driveways will be assessed for the following analysis scenarios:
• Existing (2022) Conditions
• Opening Year Cumulative (2026) Without Project
• Opening Year Cumulative (2026) With Buildout
• General Plan Buildout (2042) Without Project
• General Plan Buildout (2042) With Project
As most of the study area intersections lie within the City of Seal Beach, the City of Seal Beach Transportation Analysis Guidelines (dated June 2020) have been utilized for the purposes of the traffic study. Per the Guidelines, the signalized intersections will be evaluated using the Intersection Capacity Utilization (ICU) methodology while unsignalized intersections will be evaluated using the Highway Capacity Manual (HCM 6th Edition) methodology.

PROJECT TRIP DISTRIBUTIONS
Trip distribution is the process of identifying the probable destinations, directions or traffic routes that will be utilized by Project traffic. The potential interaction between the planned land uses ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
Single Family Detached DU 210 0.18 0.52 0.70 0.59 0.35 0.94 9.43 Multifamily Housing (Low-Rise) (2-3 Floors) DU 220 0.10 0.30 0.40 0.32 0.19 0.51 6.74 Affordable Housing DU 223 0.10 0.26 0.36 0.27 0.19 0.46 4.81 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 DU = Dwelling Units
Daily
Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

Single Family Detached 55 DU 10 28 38 33 19 52 520
Mulifamily Housing 114 DU 11 35 46 37 22 59 768
Affordable Housing 77 DU 8 20 28 21 15 36 370
Project Total Trips 29 83 112 91 56 147 1,658
1 DU = Dwelling Units .

AM Peak Hour PM Peak Hour

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and surrounding regional access routes are considered, to identify the route where the Project traffic would distribute. The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. The trip distribution patterns are heavily influenced by the geographical location of the site, the location of surrounding land uses, and the proximity to the regional freeway system. The Project trip distribution patterns are graphically depicted on Exhibit 3.

EXHIBIT 3: PROJECT TRIP DISTRIBUTION

STUDY AREA
Per the City’s guidelines, the proposed intersection analysis locations have been identified on Exhibit 4 and listed on Table 3.

TABLE 3: LIST OF STUDY INTERSECTIONS
# Intersection # Intersection
1 Seal Beach Bl. & Lampson Av. 6 Rose St. & Lampson Av. 2 Old Ranch Plaza & Lampson Av. 7 Driveway 1 & Lampson Av. 3 Basswood St. & Lampson Av. 8 Driveway 2 & Lampson Av. 4 Candleberry Av. & Lampson Av. 9 Tulip St. & Lampson Av. 5 Heather St. & Lampson Av. 10 Valley View St. & Lampson Av.

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EXHIBIT 4: STUDY AREA

LEVEL OF SERVICE (LOS) CRITERIA
The City of Los Alamitos and City of Seal Beach have established LOS D as the minimum level of service for all roadways/intersections within the City. Therefore, any intersection operating at LOS E or F will be considered deficient for the purposes of this analysis.

EXISTING COUNT DATA
Traffic counts (classified by vehicle type) were conducted in May 2022 during a typical weekday when local schools were in session and operating on a typical bell schedule. Time periods counted were from 7:00-9:00 AM and 4:00-6:00 PM and include pedestrian and bicycle counts at each analysis location. No adjustments are proposed to the new traffic counts for the baseline traffic condition as traffic counts were conducted while local schools were in session (before Summer Break).

AMBIENT GROWTH RATE
Consistent with other City of Los Alamitos traffic studies performed by Urban Crossroads, an ambient growth rate of 2 percent per year, compounded annually, will be used for this analysis (2% per year over 4 years or 8.24% for 2026).

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DEFICIENCY CRITERIA
City of Seal Beach:

To determine whether the addition of project traffic at a study intersection result in a deficiency, the following thresholds of significance will be utilized to determine when an intersection requires improvements:

City of Garden Grove:

To determine whether the addition of project traffic at a study intersection result in a deficiency, the following thresholds of significance will be utilized:
• Any signalized study intersection operating at an acceptable LOS D or better without project in which the addition of project traffic causes the intersection to degrade to LOS E or F shall identify improvements to improve the operations to LOS D or better. • Any signalized intersection that is operating at LOS E or F without project traffic where the project increases v/c by 0.010 or more shall identify improvements to offset the increase in delay. • An operational improvement would be required if the study determines that either section a) or both sections b) and c) occur at unsignalized study intersections:
a) The addition of project related traffic causes the intersection to degrade from an acceptable LOS D or better to LOS E or LOS F.

AND
b) The intersection meets the peak hour traffic signal warrant after the addition of project traffic.

CUMULATIVE DEVELOPMENT PROJECTS
It is requested the City provide a list of cumulative projects to be included. The adjacent Cities of Long Beach, Seal Beach, and Garden Grove will be contacted to obtain current lists in their respective agencies as well.

SPECIAL ISSUES
The following special issues will be addressed as part of the TA:
• Traffic signal warrant analyses will be conducted for all unsignalized study area intersections for all applicable analysis scenarios.
• Evaluate the peak hour queuing at the Project driveways located along Lampson Avenue.

Existing ICU Project Related Increase in ICU

0.00 - 0.69 0.06

0.70 - 0.79 0.04

0.80 - 0.89 0.02

0.90+ 0.01

1.1-6

Page 2645 of 3005 ends

• Vehicle Miles Traveled (VMT) will be evaluated under separate cover but concurrently to the Traffic Study.

If you have any questions or comments, I can be reached at [email protected].

Respectfully submitted,
URBAN CROSSROADS, INC.

Charlene So, PE
Principal

1.1-7

Page 2646 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-07 TA Report
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Page 2647 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 1.2: SITE ACCESS QUEUING ANALYSIS WORKSHEETS

Page 2648 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
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Page 2649 of 3005 ends

Queuing and Blocking Report
2045 With Project - AM Peak Hour 02/01/2023
2045 WP AM 4665 Lampson Avenue (JN 14501) SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 6: Lampson Av. & Driveway 1
Movement SB
Directions Served R
Maximum Queue (ft) 31
Average Queue (ft) 14
95th Queue (ft) 39
Link Distance (ft) 175
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: Lampson Av. & Driveway 2
Movement EB SB
Directions Served L LR
Maximum Queue (ft) 29 74
Average Queue (ft) 5 32
95th Queue (ft) 23 58
Link Distance (ft) 154
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0

1.2-1

Page 2650 of 3005 ends

Queuing and Blocking Report
2045 With Project - PM Peak Hour 02/01/2023
2045 WP PM 4665 Lampson Avenue (JN 14501) SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 6: Lampson Av. & Driveway 1
Movement SB
Directions Served R
Maximum Queue (ft) 36
Average Queue (ft) 12
95th Queue (ft) 37
Link Distance (ft) 175
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: Lampson Av. & Driveway 2
Movement EB WB WB SB
Directions Served L T TR LR
Maximum Queue (ft) 52 4 4 76
Average Queue (ft) 15 0 0 29
95th Queue (ft) 42 3 3 60
Link Distance (ft) 522 522 154
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0

1.2-2

Page 2651 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 3.1: EXISTING TRAFFIC COUNTS

Page 2652 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
This Page Intentionally Left Blank

Page 2653 of 3005 ends

DATE: LOCATION: PROJECT #: SC3468
Wed, Jun 1, 22 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X 3 1 2 3 X X X X 2 X 1 0 0 0 0 0 X X 0
7:00 AM 0 184 37 17 232 0 0 0 0 66 0 76 612 0 0 0 1 1 5 0 0 48 7:15 AM 0 276 35 33 284 0 0 0 0 84 0 138 850 0 0 0 0 0 7 0 0 77 7:30 AM 0 261 56 39 249 0 0 0 0 131 0 175 911 0 0 0 0 0 10 0 0 68 7:45 AM 0 418 72 113 363 0 0 0 0 71 0 182 1,219 0 0 0 0 0 14 0 0 64 8:00 AM 0 243 67 128 369 0 0 0 0 73 0 93 973 0 0 0 0 0 4 0 0 48 8:15 AM 0 277 71 84 263 0 0 0 0 56 0 106 857 0 0 0 0 0 22 0 0 50 8:30 AM 0 251 60 86 286 0 0 0 0 76 0 75 834 0 0 0 0 0 8 0 0 47 8:45 AM 0 330 63 54 231 0 0 0 0 57 0 82 817 0 0 0 0 0 10 0 0 40 VOLUMES 0 2,240 461 554 2,277 0 0 0 0 614 0 927 7,074 0 0 0 1 1 80 0 0 442 APPROACH % 0% 83% 17% 20% 80% 0% 0% 0% 0% 40% 0% 60%
APP/DEPART 2,701 / 3,167 2,831 / 2,891 0 / 1,016 1,542 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,199 266 364 1,244 0 0 0 0 331 0 556 3,960 50 0 0 230 APPROACH % 0% 82% 18% 23% 77% 0% 0% 0% 0% 37% 0% 63%
PEAK HR FACTOR 0.747 0.809 0.000 0.725 0.812
APP/DEPART 1,465 / 1,755 1,608 / 1,575 0 / 630 887 / 0 0 4:00 PM 0 354 100 109 309 0 0 0 0 82 0 105 1,059 0 0 0 0 0 34 0 0 42 4:15 PM 0 370 89 107 298 0 0 0 0 58 0 97 1,019 0 0 0 0 0 14 0 0 54 4:30 PM 0 351 96 110 324 0 0 0 0 81 0 110 1,072 0 0 0 0 0 28 0 0 38 4:45 PM 0 399 101 129 282 0 0 0 0 67 0 109 1,087 1 0 0 0 1 27 0 0 42 5:00 PM 0 397 104 116 293 0 0 0 0 92 0 104 1,106 2 0 0 0 2 28 0 0 48 5:15 PM 0 361 112 92 303 0 0 0 0 71 0 108 1,047 0 0 0 0 0 21 0 0 37 5:30 PM 0 383 98 99 296 0 0 0 0 84 0 101 1,061 0 0 0 0 0 47 0 0 44 5:45 PM 0 420 87 101 294 0 0 0 0 85 0 85 1,072 0 0 0 0 0 4 0 0 46 VOLUMES 0 3,035 787 863 2,399 0 0 0 0 620 0 819 8,526 3 0 0 0 3 203 0 0 351 APPROACH % 0% 79% 21% 26% 74% 0% 0% 0% 0% 43% 0% 57%
APP/DEPART 3,825 / 3,854 3,262 / 3,022 0 / 1,650 1,439 / 0 0

BEGIN PEAK HR
VOLUMES 0 1,508 413 447 1,202 0 0 0 0 311 0 431 4,315 104 0 0 165 APPROACH % 0% 78% 21% 27% 73% 0% 0% 0% 0% 42% 0% 58%
PEAK HR FACTOR 0.956 0.950 0.000 0.946 0.974
APP/DEPART 1,924 / 1,939 1,649 / 1,516 0 / 860 742 / 0 0 Seal Beach

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Seal Beach

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 2 0 1 3 0 0 0 0 0 0 2 0 1 3
7:15 AM 4 2 0 2 8 1 0 0 0 1 3 2 0 2 7
7:30 AM 1 1 0 0 2 0 0 0 0 0 1 1 0 0 2
7:45 AM 1 2 0 0 3 0 2 0 0 2 1 0 0 0 1
8:00 AM 0 2 0 2 4 0 0 0 0 0 0 2 0 2 4
8:15 AM 2 3 0 2 7 2 2 0 0 4 0 1 0 2 3
8:30 AM 2 2 0 0 4 2 0 0 0 2 0 2 0 0 2
8:45 AM 0 4 0 0 4 0 1 0 0 1 0 3 0 0 3
TOTAL 10 18 0 7 35 5 5 0 0 10 5 13 0 7 25
4:00 PM 2 2 0 4 8 0 0 0 2 2 2 2 0 2 6
4:15 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
4:30 PM 0 4 0 2 6 0 0 0 0 0 0 4 0 2 6
4:45 PM 2 0 0 2 4 0 0 0 0 0 2 0 0 2 4
5:00 PM 0 2 0 2 4 0 0 0 0 0 0 2 0 2 4
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 1 0 0 1 2 0 0 0 0 0 1 0 0 1 2
5:45 PM 1 3 1 2 7 1 0 0 1 2 0 3 1 1 5
TOTAL 7 11 1 13 32 1 0 0 3 4 6 11 1 10 28

BICYCLE CROSSINGS

AM PM AM
7:30 AM
PM
4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Seal Beach
Seal Beach
Lampson

U-TURNS
Seal Beach Seal Beach Lampson Lampson
Add U-Turns to Left Turns

3.1-1

Page 2654 of 3005 ends

6,093 0 4,676 1,417 TOTAL 7,021
3,262 0 2,399 863 PM 3,854
2,831 0 2,277 554 AM 3,167
1,542 1,439 2,981
0 0 0
927 819
1,746
0 0 0
TOTAL
PM
AM
614 620
1,234
0 0 0
AM
PM
TOTAL
0 0 0
0 0 0
1,016 1,650 2,666
0 0 0
2,891 AM 0 2,240 461 2,701
3,022 PM 0 3,035 787 3,825
5,913 TOTAL 0 5,275 1,248 6,526
3,257 0 2,446 811 TOTAL 3,694
1,649 0 1,202 447 PM 1,939
1,608 0 1,244 364 AM 1,755
887 742
1,629
0 0 0
556 431 987
0 0 0
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
331 311 642
0 0 0
#N/A
AM
PM
TOTAL
0 0 0
PM 4:30 PM
3:45 PM
0 0 0
630 860
1,490
0 0 0
1,575 AM 0 1,199 266 1,465
1,516 PM 0 1,508 413 1,924
3,091 Total 0 2,707 679 3,389
Seal Beach
AimTD LLC

TURNING MOVEMENT COUNTS
Seal Beach
Lampson
Lampson
Seal Beach
SC3468

ALL HOURS
Seal Beach
Seal Beach
Lampson
Lampson

PEAK HOUR

3.1-2

Page 2655 of 3005 ends

DATE: LOCATION: Seal Beach PROJECT #: SC3468
6/1/22 NORTH & SOUTH: Seal Beach LOCATION #: 1
WEDNESDAY EAST & WEST: Lampson CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X3123 XXXX2X1 0 X X 0
7:00 AM 0 13 4 0 11 0 0 0 0 2 0 2 32 0000 0 1001
7:15 AM 0 19 1 4 12 0 0 0 0 2 0 4 42 0000 0 0003
7:30 AM 0 17 5 3 6 0 0 0 0 9 0 5 45 0000 0 1001
7:45 AM 0 19 2 3 12 0 0 0 0 1 0 4 41 0000 0 1001
8:00 AM 0 19 5 1 16 0 0 0 0 5 0 2 48 0000 0 1000
8:15 AM 0 21 4 4 9 0 0 0 0 2 0 1 41 0000 0 2000
8:30 AM 0 15 3 2 17 0 0 0 0 3 0 2 42 0000 0 1001
8:45 AM 0 14 5 1 13 0 0 0 0 3 0 5 41 0000 0 0002
VOLUMES 0 137 29 18 96 0 0 0 0 27 0 25 332 0000 0 7009
APPROACH % 0% 83% 17% 16% 84% 0% 0% 0% 0% 52% 0% 48%
APP/DEPART 166 / 162 114 / 123 0 / 47 52 / 0 0

BEGIN PEAK HR
VOLUMES 0 76 16 11 43 0 0 0 0 17 0 12 175 5002
APPROACH % 0% 83% 17% 20% 80% 0% 0% 0% 0% 59% 0% 41%
PEAK HR FACTOR 0.920 0.794 0.000 0.518 0.911
APP/DEPART 92 / 88 54 / 60 0 / 27 29 / 0 0
4:00 PM 0 11 6 7 10 0 0 0 0 3 0 5 42 0000 0 0001
4:15 PM 0 14 1 1 16 0 0 0 0 3 0 1 36 0000 0 1000
4:30 PM 0 9 1 1 10 0 0 0 0 4 0 3 28 0000 0 0001
4:45 PM 0 13 3 2 11 0 0 0 0 1 0 4 34 0000 0 2001
5:00 PM 0 9 1 4 10 0 0 0 0 8 0 7 39 0000 0 0004
5:15 PM 0 9 3 1 5 0 0 0 0 1 0 3 22 0000 0 2001
5:30 PM 0 13 2 1 11 0 0 0 0 2 0 4 33 0000 0 2001
5:45 PM 0 5 2 1 8 0 0 0 0 2 0 1 19 0000 0 0001
VOLUMES 0 83 19 18 81 0 0 0 0 24 0 28 253 0 0 0 0 0 7 0 0 10 APPROACH % 0% 81% 19% 18% 82% 0% 0% 0% 0% 46% 0% 54%
APP/DEPART 102 / 111 99 / 105 0 / 37 52 / 0 0

BEGIN PEAK HR
VOLUMES 0 40 8 8 36 0 0 0 0 14 0 17 123 4007
APPROACH % 0% 83% 17% 18% 82% 0% 0% 0% 0% 45% 0% 55%
PEAK HR FACTOR 0.750 0.786 0.000 0.517 0.788
APP/DEPART 48 / 57 44 / 50 0 / 16 31 / 0 0
Seal Beach

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Seal Beach
AM
7:30 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Seal Beach Seal Beach Lampson Lampson

3.1-3

Page 2656 of 3005 ends

DATE: LOCATION: Seal Beach PROJECT #: SC3468
6/1/22 NORTH & SOUTH: Seal Beach LOCATION #: 1
WEDNESDAY EAST & WEST: Lampson CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X312 3 XXXX2X1 0 X X 0
7:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 3 0000 0 0000
7:15 AM 0 0 0 0 1 0 0 0 0 0 0 1 2 0000 0 0001
7:30 AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0000 0 0000
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
8:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0000 0 0000
8:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0000 0 0000
8:30 AM 0 1 1 0 1 0 0 0 0 0 0 0 3 0000 0 0000
8:45 AM 0 1 0 0 0 0 0 0 0 2 0 0 3 0000 0 0000
VOLUMES 0 6 3 0 4 0 0 0 0 2 0 1 16 0000 0 0001
APPROACH % 0% 67% 33% 0% 100% 0% 0% 0% 0% 67% 0% 33%
APP/DEPART 9 / 7 4 / 6 0 / 3 3 / 0 0

BEGIN PEAK HR
VOLUMES 0 2 2 0 1 0 0 0 0 0 0 0 5 0000
APPROACH % 0% 50% 50% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.500 0.250 0.000 0.000 0.625
APP/DEPART 4 / 2 1 / 1 0 / 2 0 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
4:15 PM 0 0 0 0 2 0 0 0 0 0 0 0 2 0000 0 0000
4:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 2 0000 0 0000
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0000 0 0000
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
5:15 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0000 0 0000
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
VOLUMES 0 0 0 1 4 0 0 0 0 0 0 1 6 0000 0 0000
APPROACH % 0% 0% 0% 20% 80% 0% 0% 0% 0% 0% 0% 100%
APP/DEPART 0 / 1 5 / 4 0 / 1 1 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 2 0 0 0 0 0 0 1 4 0000
APPROACH % 0% 0% 0% 33% 67% 0% 0% 0% 0% 0% 0% 100%
PEAK HR FACTOR 0.000 0.375 0.000 0.250 0.500
APP/DEPART 0 / 1 3 / 2 0 / 1 1 / 0 0
Seal Beach

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Seal Beach
AM
7:30 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Seal Beach Seal Beach Lampson Lampson

3.1-4

Page 2657 of 3005 ends

DATE: LOCATION: Seal Beach PROJECT #: SC3468
6/1/22 NORTH & SOUTH: Seal Beach LOCATION #: 1
WEDNESDAY EAST & WEST: Lampson CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: X3123 XXXX2X1 0 X X 0
7:00 AM 0 0 0 0 1 0 0 0 0 1 0 0 2 0000 0 0000
7:15 AM 0 2 0 1 0 0 0 0 0 0 0 0 3 0000 0 0000
7:30 AM 0 1 1 0 2 0 0 0 0 1 0 0 5 0000 0 0000
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
8:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 3 0000 0 0000
8:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 0000 0 0000
8:30 AM 0 1 1 1 1 0 0 0 0 0 0 0 4 0000 0 0000
8:45 AM 0 0 0 0 1 0 0 0 0 1 0 0 2 0000 0 0000
VOLUMES 0 5 2 2 8 0 0 0 0 3 0 0 20 0000 0 0000
APPROACH % 0% 71% 29% 20% 80% 0% 0% 0% 0% 100% 0% 0%
APP/DEPART 7 / 5 10 / 11 0 / 4 3 / 0 0

BEGIN PEAK HR
VOLUMES 0 2 1 0 5 0 0 0 0 1 0 0 9 0000
APPROACH % 0% 67% 33% 0% 100% 0% 0% 0% 0% 100% 0% 0%
PEAK HR FACTOR 0.375 0.625 0.000 0.250 0.450
APP/DEPART 3 / 2 5 / 6 0 / 1 1 / 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
4:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 1 0000 0 0000
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
4:45 PM 0 2 0 0 1 0 0 0 0 0 0 0 3 0000 0 0000
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
VOLUMES 0 3 0 0 1 0 0 0 0 0 0 0 4 0000 0 0000
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 3 / 3 1 / 1 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 2 0 0 1 0 0 0 0 0 0 0 3 0000
APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.250 0.250 0.000 0.000 0.250
APP/DEPART 2 / 2 1 / 1 0 / 0 0 / 0 0
Seal Beach

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Seal Beach
AM
7:30 AM
PM
4:30 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS RTOR
Seal Beach Seal Beach Lampson Lampson

3.1-5

Page 2658 of 3005 ends

DATE: LOCATION: PROJECT #: SC3651
Tue, Sep 27, 22 NORTH & SOUTH: LOCATION #: 1a
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0.5 0.5 1 0 1 0 1 2 1 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 9 0 0 0 0 1 2 58 11 0 152 1 234 0 0 0 0 0 0 0 0 0 7:15 AM 7 0 3 0 0 1 1 70 4 1 176 0 263 0 0 0 0 0 0 0 0 0 7:30 AM 5 0 1 0 0 1 2 81 8 0 279 0 377 0 0 0 0 0 0 0 0 0 7:45 AM 5 1 1 0 0 0 1 122 3 2 251 0 386 0 0 1 0 1 0 0 0 0 8:00 AM 10 1 2 0 0 1 3 147 11 5 174 2 356 0 0 1 0 1 0 0 0 0 8:15 AM 9 1 3 1 0 1 1 120 10 3 176 1 326 0 0 0 0 0 1 0 1 0 8:30 AM 8 0 3 1 1 1 5 124 8 3 131 1 286 0 0 1 0 1 0 1 0 0 8:45 AM 9 0 4 1 0 0 3 98 8 1 138 0 262 0 0 0 0 0 1 0 0 0 VOLUMES 62 3 17 3 1 6 18 820 63 15 1,477 5 2,490 0 0 3 0 3 2 1 1 0 APPROACH % 76% 4% 21% 30% 10% 60% 2% 91% 7% 1% 99% 0%
APP/DEPART 82 / 23 10 / 79 901 / 840 1,497 / 1,548 0

BEGIN PEAK HR
VOLUMES 29 3 7 1 0 3 7 470 32 10 880 3 1,445 1 0 1 0
APPROACH % 74% 8% 18% 25% 0% 75% 1% 92% 6% 1% 99% 0%
PEAK HR FACTOR 0.750 0.500 0.790 0.800 0.936
APP/DEPART 39 / 11 4 / 42 509 / 478 893 / 914 0
4:00 PM 6 0 1 0 0 2 4 174 2 2 160 0 351 0 0 2 0 2 0 2 0 0 4:15 PM 10 0 2 0 0 0 1 178 7 4 169 0 371 0 0 1 0 1 2 0 0 0 4:30 PM 8 0 3 1 0 2 1 178 4 1 144 0 342 0 0 1 0 1 0 1 0 0 4:45 PM 14 0 3 0 1 0 0 200 9 1 176 0 404 0 0 0 0 0 0 0 0 0 5:00 PM 13 0 3 0 0 0 1 179 9 0 174 0 379 0 0 1 0 1 1 0 0 0 5:15 PM 8 0 2 0 0 0 3 187 5 3 191 0 399 0 0 3 0 3 2 0 0 0 5:30 PM 7 0 2 0 0 0 0 203 11 3 186 0 412 0 0 0 0 0 1 0 0 0 5:45 PM 14 0 7 0 0 0 1 173 13 3 171 0 382 0 0 1 0 1 3 0 1 0 VOLUMES 80 0 23 1 1 4 11 1,472 60 17 1,371 0 3,040 0 0 9 0 9 9 3 1 0 APPROACH % 78% 0% 22% 17% 17% 67% 1% 95% 4% 1% 99% 0%
APP/DEPART 103 / 2 6 / 78 1,543 / 1,496 1,388 / 1,464 0

BEGIN PEAK HR
VOLUMES 42 0 10 0 1 0 4 769 34 7 727 0 1,594 4 0 0 0
APPROACH % 81% 0% 19% 0% 100% 0% 0% 95% 4% 1% 99% 0%
PEAK HR FACTOR 0.765 0.250 0.943 0.946 0.967
APP/DEPART 52 / 0 1 / 42 807 / 779 734 / 773 0
Ayres Hotel Driveway

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Ayres Hotel Driveway

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2
7:15 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
7:30 AM 0 0 4 2 6 0 0 2 0 2 0 0 2 2 4
7:45 AM 0 0 2 1 3 0 0 0 0 0 0 0 2 1 3
8:00 AM 0 0 3 1 4 0 0 1 0 1 0 0 2 1 3
8:15 AM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2
8:30 AM 0 0 1 3 4 0 0 0 0 0 0 0 1 3 4
8:45 AM 0 0 1 4 5 0 0 0 0 0 0 0 1 4 5
TOTAL 0 0 14 13 27 0 0 3 0 4 0 0 7 5 23
4:00 PM 0 0 7 0 7 0 0 0 0 0 0 0 7 0 7
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1
4:45 PM 0 0 2 0 2 0 0 0 0 0 0 0 2 0 2
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 2 1 3 0 0 0 0 0 0 0 2 1 3
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 3 0 3 0 0 0 0 0 0 0 3 0 3
TOTAL 1 0 14 1 16 0 0 0 0 0 0 0 4 1 16

BICYCLE CROSSINGS

AM PM AM
7:30 AM
PM
4:45 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Seal Beach
Ayres Hotel Driveway
Lampson

U-TURNS
Ayres Hotel Driveway Ayres Hotel Driveway Lampson Lampson Add U-Turns to Left Turns

3.1-6

Page 2659 of 3005 ends

16 10 2 4 TOTAL 25
6 4 1 1 PM 2
10 6 1 3 AM 23
1,497 1,388 2,885
3,012 1,464 1,548
5 0 5
1,477 1,371 2,848
TOTAL
PM
AM
15 17 32
29 11 18
AM
PM
TOTAL
2,292 1,472
820
123
60 63
840
1,496 2,336
2,444 1,543
901
79 AM 62 3 17 82
78 PM 80 0 23 103
157 TOTAL 142 3 40 185
5 3 1 1 TOTAL 11
1 0 1 0 PM 0
4 3 0 1 AM 11
893 734
1,627
1,687
773 914
3 0 3
880 727
1,607
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
10 7
17 11
4 7
#N/A
AM
PM
TOTAL
1,239
769 470
PM 4:45 PM
3:45 PM
66 34 32
478 779
1,257
1,316
807 509
42 AM 29 3 7 39
42 PM 42 0 10 52
84 Total 71 3 17 91
Ayres Hotel Driveway
AimTD LLC

TURNING MOVEMENT COUNTS
Ayres Hotel Driveway
Lampson
Lampson
Seal Beach
SC3651

ALL HOURS
Ayres Hotel Driveway
Ayres Hotel Driveway
Lampson
Lampson

PEAK HOUR

3.1-7

Page 2660 of 3005 ends

DATE: LOCATION: PROJECT #: SC3651
Tue, Sep 27, 22 NORTH & SOUTH: LOCATION #: 2a
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 31 0 1 0 0 1 12 35 6 1 124 2 213 0 0 0 0 0 0 0 1 1 7:15 AM 32 1 1 1 0 2 14 47 13 1 143 5 260 0 0 0 0 0 0 1 1 0 7:30 AM 60 1 1 0 0 3 9 58 12 2 224 2 372 0 0 0 0 0 0 3 2 0 7:45 AM 60 0 1 0 0 2 4 91 22 3 185 4 372 0 0 0 0 0 0 1 5 0 8:00 AM 57 0 1 0 0 1 2 102 29 2 131 0 325 0 0 0 0 0 1 1 5 0 8:15 AM 27 0 0 1 0 1 3 96 16 2 149 0 295 0 0 0 0 0 0 0 1 0 8:30 AM 20 0 1 1 1 1 5 89 13 0 111 1 243 0 0 0 0 0 0 0 0 0 8:45 AM 28 0 1 1 0 4 9 74 18 3 107 1 246 0 0 0 0 0 0 2 0 0 VOLUMES 315 2 7 4 1 15 58 592 129 14 1,174 15 2,326 0 0 0 0 0 1 8 15 1 APPROACH % 97% 1% 2% 20% 5% 75% 7% 76% 17% 1% 98% 1%
APP/DEPART 324 / 75 20 / 144 779 / 603 1,203 / 1,504 0

BEGIN PEAK HR
VOLUMES 204 1 3 1 0 7 18 347 79 9 689 6 1,364 1 5 13 0
APPROACH % 98% 0% 1% 13% 0% 88% 4% 78% 18% 1% 98% 1%
PEAK HR FACTOR 0.839 0.667 0.835 0.772 0.917
APP/DEPART 208 / 25 8 / 88 444 / 351 704 / 900 0
4:00 PM 30 0 3 1 0 6 5 133 35 3 117 2 335 0 0 0 0 0 1 5 1 1 4:15 PM 21 0 2 0 0 6 4 144 34 0 143 0 354 0 0 0 0 0 1 3 0 0 4:30 PM 19 0 4 2 0 5 3 142 18 3 121 1 318 0 0 0 0 0 3 5 2 0 4:45 PM 30 0 1 1 1 8 11 168 29 1 134 0 384 0 0 0 0 0 1 3 3 0 5:00 PM 34 0 3 1 0 14 3 152 35 3 135 0 380 0 0 0 0 0 0 7 3 0 5:15 PM 35 0 2 1 0 7 5 147 28 5 149 2 381 0 0 0 0 0 0 5 2 0 5:30 PM 25 0 4 1 2 9 7 148 24 2 145 1 368 0 0 0 0 0 1 5 2 0 5:45 PM 25 0 0 3 0 8 7 138 35 1 128 3 348 0 0 0 0 0 0 4 4 0 VOLUMES 219 0 19 10 3 63 45 1,172 238 18 1,072 9 2,868 0 0 0 0 0 7 37 17 1 APPROACH % 92% 0% 8% 13% 4% 83% 3% 81% 16% 2% 98% 1%
APP/DEPART 238 / 54 76 / 259 1,455 / 1,201 1,099 / 1,354 0

BEGIN PEAK HR
VOLUMES 124 0 10 4 3 38 26 615 116 11 563 3 1,513 2 20 10 0 APPROACH % 93% 0% 7% 9% 7% 84% 3% 81% 15% 2% 98% 1%
PEAK HR FACTOR 0.905 0.750 0.910 0.925 0.985
APP/DEPART 134 / 29 45 / 130 757 / 629 577 / 725 0
Basswood

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Basswood

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
7:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
7:30 AM 0 0 4 2 6 0 0 0 0 0 0 0 4 2 6
7:45 AM 0 0 2 1 3 0 0 1 0 1 0 0 1 1 2
8:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
8:15 AM 0 0 1 2 3 0 0 1 0 1 0 0 0 2 2
8:30 AM 1 0 0 2 3 0 0 0 0 0 1 0 0 2 3
8:45 AM 0 1 3 2 6 0 0 1 0 1 0 1 2 2 5
TOTAL 1 1 11 11 24 0 0 2 0 3 0 0 5 6 21
4:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
4:15 PM 1 0 0 1 2 1 0 0 1 2 0 0 0 0 0
4:30 PM 0 0 2 1 3 0 0 0 0 0 0 0 2 1 3
4:45 PM 3 0 3 0 6 3 0 3 0 6 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 3 0 3 0 0 0 0 0 0 0 3 0 3
TOTAL 4 0 9 3 16 3 0 3 0 8 0 0 0 1 8
RTOR
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Seal Beach
Basswood
Lampson

U-TURNS
Basswood Basswood Lampson Lampson

BICYCLE CROSSINGS

AM PM AM
7:30 AM
PM
4:45 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

3.1-8

Page 2661 of 3005 ends

96 78 4 14 TOTAL 129
76 63 3 10 PM 54
20 15 1 4 AM 75
1,203 1,099 2,302
2,858 1,354 1,504
15 9
24 1,174 1,072 2,246
TOTAL
PM
AM
14 18 32
103
45 58
AM
PM
TOTAL
1,764 1,172
592
367 238 129
603
1,201 1,804
2,234 1,455
779
144 AM 315 2 7 324
259 PM 219 0 19 238
403 TOTAL 534 2 26 562
53 45 3 5 TOTAL 54
45 38 3 4 PM 29
8 7 0 1 AM 25
704 577
1,281
1,625
725 900
6 3 9
689 563
1,252
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
9 11 20
44 26 18
#N/A
AM
PM
TOTAL
962 615 347
PM 4:45 PM
3:45 PM
195 116
79 351 629 980
1,201
757 444
88 AM 204 1 3 208
130 PM 124 0 10 134
218 Total 328 1 13 342
Basswood
AimTD LLC

TURNING MOVEMENT COUNTS
Basswood
Lampson
Lampson
Seal Beach
SC3651

ALL HOURS
Basswood
Basswood
Lampson
Lampson

PEAK HOUR

3.1-9

Page 2662 of 3005 ends

DATE: LOCATION: PROJECT #: SC3651
Tue, Sep 27, 22 NORTH & SOUTH: LOCATION #: 3a
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 X 0 X X X X 2 0 1 2 X 0 0 0 0 0 X 0 X
7:00 AM 29 0 6 0 0 0 0 27 8 3 108 0 181 0 0 0 0 0 2 0 1 0 7:15 AM 26 0 4 0 0 0 0 34 15 1 115 0 195 0 0 0 0 0 3 0 1 0 7:30 AM 55 0 9 0 0 0 0 50 8 2 187 0 311 0 0 0 0 0 6 0 4 0 7:45 AM 45 0 8 0 0 0 0 61 20 3 136 0 273 0 0 0 0 0 4 0 5 0 8:00 AM 36 0 5 0 0 0 0 84 28 5 96 0 254 0 0 0 0 0 2 0 2 0 8:15 AM 35 0 7 0 0 0 0 73 21 6 121 0 263 0 0 0 0 0 6 0 4 0 8:30 AM 21 0 7 0 0 0 0 70 20 6 88 0 212 0 0 0 0 0 2 0 0 0 8:45 AM 15 0 4 0 0 0 0 61 13 8 98 0 199 0 0 0 0 0 4 0 0 0 VOLUMES 262 0 50 0 0 0 0 460 133 34 949 0 1,888 0 0 0 0 0 29 0 17 0 APPROACH % 84% 0% 16% 0% 0% 0% 0% 78% 22% 3% 97% 0%
APP/DEPART 312 / 0 0 / 167 593 / 510 983 / 1,211 0

BEGIN PEAK HR
VOLUMES 171 0 29 0 0 0 0 268 77 16 540 0 1,101 18 0 15 0 APPROACH % 86% 0% 15% 0% 0% 0% 0% 78% 22% 3% 97% 0%
PEAK HR FACTOR 0.781 0.000 0.770 0.735 0.885
APP/DEPART 200 / 0 0 / 93 345 / 297 556 / 711 0
4:00 PM 20 0 4 0 0 0 0 119 27 6 109 0 285 0 0 0 1 1 1 0 1 0 4:15 PM 18 0 4 0 0 0 0 123 22 8 122 0 297 0 0 0 0 0 1 0 3 0 4:30 PM 22 0 2 0 0 0 0 125 26 3 102 0 280 0 0 0 0 0 2 0 0 0 4:45 PM 18 0 5 0 0 0 0 141 23 6 117 0 310 0 0 0 0 0 1 0 1 0 5:00 PM 9 0 5 0 0 0 0 132 28 5 130 0 309 0 0 0 1 1 2 0 1 0 5:15 PM 21 0 2 0 0 0 0 111 32 6 134 0 306 0 0 0 0 0 1 0 5 0 5:30 PM 22 0 6 0 0 0 0 136 28 7 131 0 330 0 0 0 0 0 3 0 3 0 5:45 PM 18 0 6 0 0 0 0 110 24 6 116 0 280 0 0 0 0 0 5 0 3 0 VOLUMES 148 0 34 0 0 0 0 997 210 47 961 0 2,397 0 0 0 2 2 16 0 17 0 APPROACH % 81% 0% 19% 0% 0% 0% 0% 83% 17% 5% 95% 0%
APP/DEPART 182 / 0 0 / 255 1,207 / 1,033 1,008 / 1,109 0

BEGIN PEAK HR
VOLUMES 70 0 18 0 0 0 0 520 111 24 512 0 1,255 7 0 10 0 APPROACH % 80% 0% 20% 0% 0% 0% 0% 82% 18% 4% 96% 0%
PEAK HR FACTOR 0.786 0.000 0.962 0.957 0.951
APP/DEPART 88 / 0 0 / 134 631 / 539 536 / 582 0
Candleberry

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Candleberry

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
7:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
7:30 AM 1 0 4 2 7 0 0 0 0 0 1 0 4 2 7
7:45 AM 0 0 3 1 4 0 0 3 0 3 0 0 0 1 1
8:00 AM 0 0 2 1 3 0 0 2 0 2 0 0 0 1 1
8:15 AM 0 0 1 2 3 0 0 1 0 1 0 0 0 2 2
8:30 AM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1
8:45 AM 0 0 1 3 4 0 0 0 0 0 0 0 1 3 4
TOTAL 1 0 13 11 25 0 0 6 0 7 1 0 4 6 18
4:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 2 1 3 0 0 0 0 0 0 0 2 1 3
4:45 PM 0 0 2 1 3 0 0 2 0 2 0 0 0 1 1
5:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 3 0 3 0 0 0 0 0 0 0 3 0 3
TOTAL 0 0 8 3 11 0 0 2 0 2 0 0 0 2 9

BICYCLE CROSSINGS

AM PM AM
7:30 AM
PM
4:45 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Seal Beach
Candleberry
Lampson

U-TURNS
Candleberry Candleberry Lampson Lampson
Add U-Turns to Left Turns

3.1-10

Page 2663 of 3005 ends

0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
983
1,008 1,991
2,320 1,109 1,211
0 0 0
949 961
1,910
TOTAL
PM
AM
34 47 81
0 0 0
AM
PM
TOTAL
1,457
997 460
343 210 133
510
1,033 1,543
1,800 1,207
593
167 AM 262 0 50 312
255 PM 148 0 34 182
422 TOTAL 410 0 84 494
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
556 536
1,092
1,293
582 711
0 0 0
540 512
1,052
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
16 24 40
0 0 0
#N/A
AM
PM
TOTAL
788 520 268
PM 4:45 PM
3:45 PM
188 111
77 297 539 836
976 631 345
93 AM 171 0 29 200
134 PM 70 0 18 88
227 Total 241 0 47 288
Candleberry
AimTD LLC

TURNING MOVEMENT COUNTS
Candleberry
Lampson
Lampson
Seal Beach
SC3651

ALL HOURS
Candleberry
Candleberry
Lampson
Lampson

PEAK HOUR

3.1-11

Page 2664 of 3005 ends

DATE: LOCATION: PROJECT #: SC3468
Wed, Jun 1, 22 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 X 0 X X X X 2 0 1 2 X 0 0 0 0 0 X 0 X
7:00 AM 11 0 9 0 0 0 0 24 7 5 76 0 132 0 0 0 0 0 6 0 0 0 7:15 AM 35 0 16 0 0 0 0 53 7 5 94 0 210 0 0 0 0 0 9 0 2 0 7:30 AM 24 0 12 0 0 0 0 53 10 3 140 0 242 0 0 0 0 0 10 0 2 0 7:45 AM 22 0 15 0 0 0 0 90 15 9 128 0 279 0 0 0 2 2 12 0 2 0 8:00 AM 19 0 17 0 0 0 0 97 20 9 89 0 251 0 0 0 0 0 10 0 1 0 8:15 AM 18 0 11 0 0 0 0 74 17 9 82 0 211 0 0 0 2 2 10 0 1 0 8:30 AM 13 0 7 0 0 0 0 73 10 7 82 0 192 0 0 0 0 0 5 0 1 0 8:45 AM 14 0 15 0 0 0 0 72 5 10 102 0 218 0 0 0 2 2 11 0 1 0 VOLUMES 156 0 102 0 0 0 0 536 91 57 793 0 1,735 0 0 0 6 6 73 0 10 0 APPROACH % 60% 0% 40% 0% 0% 0% 0% 85% 15% 7% 93% 0%
APP/DEPART 258 / 0 0 / 142 627 / 644 850 / 949 0

BEGIN PEAK HR
VOLUMES 83 0 55 0 0 0 0 314 62 30 439 0 983 42 0 6 0
APPROACH % 60% 0% 40% 0% 0% 0% 0% 84% 16% 6% 94% 0%
PEAK HR FACTOR 0.932 0.000 0.803 0.820 0.881
APP/DEPART 138 / 0 0 / 88 376 / 373 469 / 522 0
4:00 PM 18 0 10 0 0 0 0 131 11 10 92 0 272 0 0 0 1 1 9 0 3 0 4:15 PM 20 0 16 0 0 0 0 106 22 18 88 0 270 0 0 0 2 2 12 0 3 0 4:30 PM 18 0 16 0 0 0 0 120 13 16 111 0 294 0 0 0 0 0 15 0 1 0 4:45 PM 12 0 9 0 0 0 0 137 14 18 111 0 301 0 0 0 3 3 8 0 0 0 5:00 PM 8 0 12 0 0 0 0 121 15 17 119 0 292 0 0 0 1 1 11 0 0 0 5:15 PM 14 0 9 0 0 0 0 121 18 14 114 0 290 0 0 0 2 2 9 0 1 0 5:30 PM 14 0 4 0 0 0 0 104 16 11 102 0 251 0 0 0 3 3 3 0 0 0 5:45 PM 11 0 6 0 0 0 0 108 13 13 96 0 247 0 0 0 2 2 6 0 0 0 VOLUMES 115 0 82 0 0 0 0 948 122 117 833 0 2,217 0 0 0 14 14 73 0 8 0 APPROACH % 58% 0% 42% 0% 0% 0% 0% 89% 11% 12% 88% 0%
APP/DEPART 197 / 0 0 / 225 1,070 / 1,044 950 / 948 0

BEGIN PEAK HR
VOLUMES 52 0 46 0 0 0 0 499 60 65 455 0 1,177 43 0 2 0
APPROACH % 53% 0% 47% 0% 0% 0% 0% 89% 11% 13% 88% 0%
PEAK HR FACTOR 0.721 0.000 0.925 0.956 0.978
APP/DEPART 98 / 0 0 / 119 559 / 551 520 / 507 0
Heather

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Heather

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 2 1 3 0 0 0 0 0 0 0 2 1 3
7:15 AM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
8:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2
8:15 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0
TOTAL 5 0 3 4 12 3 0 0 0 5 0 0 0 2 7
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2
5:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
5:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
5:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
5:45 PM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1
TOTAL 0 0 5 2 7 0 0 0 0 2 0 0 0 0 5

BICYCLE CROSSINGS

AM PM AM
7:30 AM
PM
4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Seal Beach
Heather
Lampson

U-TURNS
Heather Heather Lampson Lampson
Add U-Turns to Left Turns

3.1-12

Page 2665 of 3005 ends

0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
850 950
1,800
1,897
948 949
0 0 0
793 833
1,626
TOTAL
PM
AM
57 117 174
0 0 0
AM
PM
TOTAL
1,484
948 536
213 122
91 644
1,044 1,688
1,697 1,070
627
142 AM 156 0 102 258
225 PM 115 0 82 197
367 TOTAL 271 0 184 455
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
469 520 989
1,029
507 522
0 0 0
439 455 894
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
30 65 95
0 0 0
#N/A
AM
PM
TOTAL
813 499 314
PM 4:30 PM
3:45 PM
122
60 62
373 551 924
935 559 376
88 AM 83 0 55 138
119 PM 52 0 46 98
207 Total 135 0 101 236
Heather
AimTD LLC

TURNING MOVEMENT COUNTS
Heather
Lampson
Lampson
Seal Beach
SC3468

ALL HOURS
Heather
Heather
Lampson
Lampson

PEAK HOUR

3.1-13

Page 2666 of 3005 ends

DATE: LOCATION: PROJECT #: SC3468
Wed, Jun 1, 22 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 0 X 0 X X X X 2 0 1 2 X 0 0 0 0 0 X 0 X
7:00 AM 8 0 17 0 0 0 0 31 1 4 75 0 136 0 0 0 0 0 14 0 0 0 7:15 AM 10 0 17 0 0 0 0 66 3 4 98 0 198 0 0 0 0 0 11 0 0 0 7:30 AM 17 0 7 0 0 0 0 59 1 9 139 0 232 0 0 0 0 0 4 0 0 0 7:45 AM 9 0 12 0 0 0 0 96 11 7 134 0 269 0 0 0 0 0 9 0 0 0 8:00 AM 8 0 6 0 0 0 0 98 6 7 86 0 211 0 0 0 0 0 4 0 1 0 8:15 AM 3 0 21 0 0 0 0 83 6 2 90 0 205 0 0 0 0 0 14 0 2 0 8:30 AM 8 0 14 0 0 0 0 73 5 11 86 0 197 0 0 0 0 0 8 0 0 0 8:45 AM 5 0 18 0 0 0 0 74 4 11 110 0 222 0 0 0 0 0 13 0 2 0 VOLUMES 68 0 112 0 0 0 0 580 37 55 818 0 1,670 0 0 0 0 0 77 0 5 0 APPROACH % 38% 0% 62% 0% 0% 0% 0% 94% 6% 6% 94% 0%
APP/DEPART 180 / 0 0 / 92 617 / 692 873 / 886 0

BEGIN PEAK HR
VOLUMES 37 0 46 0 0 0 0 336 24 25 449 0 917 31 0 3 0
APPROACH % 45% 0% 55% 0% 0% 0% 0% 93% 7% 5% 95% 0%
PEAK HR FACTOR 0.865 0.000 0.841 0.801 0.852
APP/DEPART 83 / 0 0 / 49 360 / 382 474 / 486 0
4:00 PM 4 0 12 0 0 0 0 127 8 13 89 0 253 0 0 0 0 0 9 0 1 0 4:15 PM 9 0 7 0 0 0 0 127 7 20 96 0 266 0 0 0 0 0 5 0 1 0 4:30 PM 6 0 14 0 0 0 0 125 13 17 120 0 295 0 0 0 0 0 13 0 0 0 4:45 PM 4 0 12 0 0 0 0 139 7 16 107 0 285 0 0 0 0 0 11 0 0 0 5:00 PM 7 0 14 0 0 0 0 140 7 15 115 0 298 0 0 0 1 1 8 0 0 0 5:15 PM 11 0 11 0 0 0 0 124 6 17 119 0 288 0 0 0 1 1 8 0 0 0 5:30 PM 3 0 10 0 0 0 0 102 7 14 107 0 243 0 0 0 0 0 10 0 0 0 5:45 PM 5 0 10 0 0 0 0 113 7 9 103 0 247 0 0 0 0 0 9 0 0 0 VOLUMES 49 0 90 0 0 0 0 997 62 121 856 0 2,175 0 0 0 2 2 73 0 2 0 APPROACH % 35% 0% 65% 0% 0% 0% 0% 94% 6% 12% 88% 0%
APP/DEPART 139 / 0 0 / 181 1,059 / 1,089 977 / 905 0

BEGIN PEAK HR
VOLUMES 28 0 51 0 0 0 0 528 33 65 461 0 1,166 40 0 0 0
APPROACH % 35% 0% 65% 0% 0% 0% 0% 94% 6% 12% 88% 0%
PEAK HR FACTOR 0.898 0.000 0.954 0.960 0.978
APP/DEPART 79 / 0 0 / 96 561 / 581 526 / 489 0
Rose

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Rose

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2
7:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
7:30 AM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1
7:45 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
8:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
TOTAL 0 0 5 4 9 0 0 2 0 3 0 0 1 2 6
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2
5:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 2 1 3 0 0 2 0 2 0 0 0 1 1
5:45 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
TOTAL 0 0 6 2 8 0 0 1 0 4 0 0 0 0 4

BICYCLE CROSSINGS

AM PM AM
7:30 AM
PM
4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Seal Beach
Rose
Lampson

U-TURNS
Rose Rose Lampson Lampson
Add U-Turns to Left Turns

3.1-14

Page 2667 of 3005 ends

0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
873 977
1,850
1,791
905 886
0 0 0
818 856
1,674
TOTAL
PM
AM
55 121 176
0 0 0
AM
PM
TOTAL
1,577
997 580
99 62 37
692
1,089 1,781
1,676 1,059
617
92 AM 68 0 112 180
181 PM 49 0 90 139
273 TOTAL 117 0 202 319
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
474 526
1,000
975 489 486
0 0 0
449 461 910
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
25 65 90
0 0 0
#N/A
AM
PM
TOTAL
864 528 336
PM 4:30 PM
3:45 PM
57 33 24
382 581 963
921 561 360
49 AM 37 0 46 83
96 PM 28 0 51 79
145 Total 65 0 97 162
Rose
AimTD LLC

TURNING MOVEMENT COUNTS
Rose
Lampson
Lampson
Seal Beach
SC3468

ALL HOURS
Rose
Rose
Lampson
Lampson

PEAK HOUR

3.1-15

Page 2668 of 3005 ends

DATE: LOCATION: PROJECT #: SC3651
Tue, Sep 27, 22 NORTH & SOUTH: LOCATION #: 4a
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 5 0 18 5 0 6 2 41 0 6 72 1 156 0 0 0 0 0 12 3 0 0 7:15 AM 6 0 18 3 0 7 1 61 0 7 103 0 206 0 0 0 1 1 14 1 0 0 7:30 AM 15 1 22 3 1 3 1 79 2 7 153 0 287 0 0 0 0 0 11 0 1 0 7:45 AM 12 0 19 0 0 4 0 77 0 6 110 3 231 0 0 0 0 0 19 2 0 0 8:00 AM 7 0 22 4 0 4 2 77 6 7 95 1 225 0 0 0 0 0 15 2 1 0 8:15 AM 5 0 10 3 0 3 2 78 3 12 119 3 238 0 0 0 1 1 3 2 0 0 8:30 AM 4 0 15 1 1 2 4 69 6 16 91 1 210 0 0 0 0 0 9 0 0 0 8:45 AM 7 0 15 2 0 3 4 65 8 15 106 2 227 0 0 1 0 1 7 2 0 0 VOLUMES 61 1 139 21 2 32 16 547 25 76 849 11 1,780 0 0 1 2 3 90 12 2 0 APPROACH % 30% 0% 69% 38% 4% 58% 3% 93% 4% 8% 91% 1%
APP/DEPART 201 / 27 55 / 101 588 / 709 936 / 943 0

BEGIN PEAK HR
VOLUMES 39 1 73 10 1 14 5 311 11 32 477 7 981 48 6 2 0
APPROACH % 35% 1% 65% 40% 4% 56% 2% 95% 3% 6% 92% 1%
PEAK HR FACTOR 0.743 0.781 0.962 0.806 0.855
APP/DEPART 113 / 13 25 / 43 327 / 395 516 / 530 0
4:00 PM 7 0 16 3 0 0 3 116 5 19 133 2 304 0 0 0 0 0 12 0 0 0 4:15 PM 9 0 15 0 0 4 1 107 7 14 132 2 291 0 0 0 0 0 13 1 3 0 4:30 PM 3 0 15 1 0 2 1 111 6 26 115 4 284 0 0 0 0 0 8 0 0 0 4:45 PM 8 0 14 4 0 5 2 122 9 17 136 9 326 0 0 0 0 0 11 1 0 1 5:00 PM 7 0 12 1 0 2 5 106 8 19 122 5 287 0 0 0 0 0 9 1 0 0 5:15 PM 5 0 11 1 0 4 4 99 7 13 149 1 294 0 0 1 1 2 6 1 0 0 5:30 PM 7 0 13 2 0 1 1 125 11 28 103 4 295 0 0 0 0 0 11 0 2 0 5:45 PM 4 0 17 2 0 4 2 110 8 27 111 7 292 0 0 0 0 0 11 1 0 0 VOLUMES 50 0 113 14 0 22 19 896 61 163 1,001 34 2,373 0 0 1 1 2 81 5 5 1 APPROACH % 31% 0% 69% 39% 0% 61% 2% 92% 6% 14% 84% 3%
APP/DEPART 163 / 52 36 / 223 976 / 1,024 1,198 / 1,074 0

BEGIN PEAK HR
VOLUMES 27 0 60 8 0 11 7 456 27 76 516 17 1,205 44 2 3 1 APPROACH % 31% 0% 69% 42% 0% 58% 1% 93% 6% 12% 85% 3%
PEAK HR FACTOR 0.906 0.528 0.921 0.940 0.924
APP/DEPART 87 / 24 19 / 103 490 / 524 609 / 554 0
Tulip

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Tulip

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 1 0 1 0 2 1 0 1 0 2 0 0 0 0 0
7:15 AM 0 1 1 2 4 0 1 1 1 3 0 0 0 1 1
7:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
7:45 AM 0 0 1 3 4 0 0 0 1 1 0 0 1 2 3
8:00 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
8:15 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2
8:30 AM 2 0 1 2 5 2 0 1 1 4 0 0 0 1 1
8:45 AM 0 3 1 3 7 0 3 0 0 3 0 0 1 3 4
TOTAL 4 4 6 12 26 1 0 0 1 14 0 0 2 4 12
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1
4:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
4:45 PM 2 0 3 3 8 2 0 0 2 4 0 0 3 1 4
5:00 PM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1
5:15 PM 1 0 2 1 4 0 0 0 1 1 1 0 2 0 3
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1
TOTAL 3 0 10 6 19 2 0 1 2 8 0 0 4 2 11
RTOR
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Seal Beach
Tulip
Lampson

U-TURNS
Tulip Tulip Lampson Lampson

BICYCLE CROSSINGS

AM PM AM
7:30 AM
PM
4:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

3.1-16

Page 2669 of 3005 ends

91 54 2 35 TOTAL 79
36 22 0 14 PM 52
55 32 2 21 AM 27
936
1,198 2,134
2,017 1,074
943
11 34 45
849
1,001 1,850
TOTAL
PM
AM
76 163 239
35 19 16
AM
PM
TOTAL
1,443
896 547
86 61 25
709
1,024 1,733
1,564
976 588
101 AM 61 1 139 201
223 PM 50 0 113 163
324 TOTAL 111 1 252 364
44 25 1 18 TOTAL 37
19 11 0 8 PM 24
25 14 1 10 AM 13
516 609
1,125
1,084
554 530
7 17 24
477 516 993
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
32 76
108
12 7 5
#N/A
AM
PM
TOTAL
767 456 311
PM 4:00 PM
3:45 PM
38 27 11
395 524 919
817 490 327
43 AM 39 1 73 113
103 PM 27 0 60 87
146 Total 66 1 133 200
Tulip
AimTD LLC

TURNING MOVEMENT COUNTS
Tulip
Lampson
Lampson
Seal Beach
SC3651

ALL HOURS
Tulip
Tulip
Lampson
Lampson

PEAK HOUR

3.1-17

Page 2670 of 3005 ends

DATE: LOCATION: PROJECT #: SC3468
Wed, Jun 1, 22 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES: 1 3 1 1 3 1 1 2 0 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 20 221 23 16 395 23 42 30 24 35 17 12 858 0 2 0 0 2 2 5 8 7 7:15 AM 11 287 20 22 405 29 36 38 36 55 31 31 1,001 0 1 0 0 1 7 11 12 11 7:30 AM 30 309 20 25 364 43 34 65 35 38 41 28 1,032 1 0 0 0 1 8 14 9 10 7:45 AM 23 378 45 33 426 39 35 58 38 48 61 48 1,232 0 3 0 0 3 12 8 12 16 8:00 AM 35 353 57 20 362 44 42 54 27 50 49 66 1,159 1 0 0 0 1 23 15 10 17 8:15 AM 27 360 43 27 377 25 39 57 26 48 33 36 1,098 2 1 0 0 3 15 8 4 10 8:30 AM 32 322 22 19 339 35 42 42 27 32 35 20 967 3 0 0 0 3 10 17 15 5 8:45 AM 52 359 29 19 305 49 36 21 41 32 29 18 990 2 2 0 0 4 8 17 19 4 VOLUMES 230 2,589 259 181 2,973 287 306 365 254 338 296 259 8,337 9 9 0 0 18 85 95 89 80 APPROACH % 7% 84% 8% 5% 86% 8% 33% 39% 27% 38% 33% 29%
APP/DEPART 3,078 / 3,163 3,441 / 3,574 925 / 796 893 / 804 0

BEGIN PEAK HR
VOLUMES 115 1,400 165 105 1,529 151 150 234 126 184 184 178 4,521 58 45 35 53 APPROACH % 7% 83% 10% 6% 86% 8% 29% 46% 25% 34% 34% 33% PEAK HR FACTOR 0.942 0.896 0.951 0.827 0.917
APP/DEPART 1,680 / 1,732 1,785 / 1,843 510 / 500 546 / 446 0 4:00 PM 38 366 35 28 375 40 45 47 30 43 35 18 1,100 0 1 0 0 1 14 10 13 7 4:15 PM 53 418 43 21 415 41 47 43 31 41 48 19 1,220 0 2 0 0 2 12 14 10 2 4:30 PM 33 389 30 36 429 52 50 48 23 46 52 17 1,205 1 2 0 0 3 6 26 3 3 4:45 PM 58 402 33 33 392 46 63 63 30 50 58 31 1,259 0 2 0 0 2 9 16 11 6 5:00 PM 40 381 38 46 415 54 53 44 25 41 45 28 1,210 0 0 0 0 0 12 15 5 6 5:15 PM 54 382 33 30 452 50 45 45 30 32 53 25 1,231 1 0 0 0 1 11 19 14 6 5:30 PM 53 386 36 35 378 53 43 48 29 34 40 19 1,154 0 1 0 0 1 12 20 8 4 5:45 PM 36 394 30 29 393 36 47 50 31 38 40 15 1,139 1 1 0 0 2 8 13 5 2 VOLUMES 365 3,118 278 258 3,249 372 393 388 229 325 371 172 9,518 3 9 0 0 12 84 133 69 36 APPROACH % 10% 83% 7% 7% 84% 10% 39% 38% 23% 37% 43% 20% APP/DEPART 3,761 / 3,692 3,879 / 3,806 1,010 / 915 868 / 1,105 0

BEGIN PEAK HR
VOLUMES 185 1,554 134 145 1,688 202 211 200 108 169 208 101 4,905 38 76 33 21 APPROACH % 10% 83% 7% 7% 83% 10% 41% 39% 21% 35% 44% 21% PEAK HR FACTOR 0.950 0.956 0.832 0.860 0.974
APP/DEPART 1,873 / 1,870 2,035 / 1,967 519 / 475 478 / 593 0 Valley View

NORTH SIDE
Lampson WEST SIDE EAST SIDE Lampson

SOUTH SIDE
Valley View

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL 7:00 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2
7:15 AM 2 3 1 2 8 2 1 0 1 4 0 2 1 1 4
7:30 AM 2 1 1 7 11 2 0 0 1 3 0 1 1 6 8
7:45 AM 4 0 1 5 10 3 0 0 3 6 1 0 1 2 4
8:00 AM 1 0 0 2 3 0 0 0 1 1 1 0 0 1 2
8:15 AM 1 1 1 0 3 1 1 1 0 3 0 0 0 0 0
8:30 AM 1 2 0 1 4 1 2 0 1 4 0 0 0 0 0
8:45 AM 2 2 2 2 8 2 2 2 1 7 0 0 0 1 1
TOTAL 13 9 6 21 49 6 1 1 5 28 2 1 2 9 21
4:00 PM 0 0 2 3 5 0 0 2 2 4 0 0 0 1 1
4:15 PM 2 2 1 0 5 1 2 1 0 4 1 0 0 0 1
4:30 PM 2 0 2 0 4 1 0 2 0 3 1 0 0 0 1
4:45 PM 2 2 4 3 11 2 2 2 0 6 0 0 2 3 5
5:00 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
5:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
5:30 PM 0 1 0 2 3 0 0 0 1 1 0 1 0 1 2
5:45 PM 0 3 2 1 6 0 3 1 0 4 0 0 1 1 2
TOTAL 6 8 13 9 36 1 2 3 2 23 1 0 0 1 13

BICYCLE CROSSINGS

AM PM AM
7:30 AM
PM
4:30 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
RTOR
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Seal Beach
Valley View
Lampson

U-TURNS
Valley View Valley View Lampson Lampson
Add U-Turns to Left Turns

3.1-18

Page 2671 of 3005 ends

7,320 659 6,222 439 TOTAL 6,855
3,879 372 3,249 258 PM 3,692
3,441 287 2,973 181 AM 3,163
893 868
1,761
1,909 1,105
804
259 172 431
296 371 667
TOTAL
PM
AM
338 325 663
699 393 306
AM
PM
TOTAL
753 388 365
483 229 254
796 915
1,711
1,935 1,010
925
3,574 AM 230 2,589 259 3,078
3,806 PM 365 3,118 278 3,761
7,380 TOTAL 595 5,707 537 6,839
3,820 353 3,217 250 TOTAL 3,602
2,035 202 1,688 145 PM 1,870
1,785 151 1,529 105 AM 1,732
546 478
1,024
1,039
593 446
178 101 279
184 208 392
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
184 169 353
361 211 150
#N/A
AM
PM
TOTAL
434 200 234
PM 4:30 PM
3:45 PM
234 108 126
500 475 975
1,029
519 510
1,843 AM 115 1,400 165 1,680
1,967 PM 185 1,554 134 1,873
3,810 Total 300 2,954 299 3,553
Valley View
AimTD LLC

TURNING MOVEMENT COUNTS
Valley View
Lampson
Lampson
Seal Beach
SC3468

ALL HOURS
Valley View
Valley View
Lampson
Lampson

PEAK HOUR

3.1-19

Page 2672 of 3005 ends

This Page Intentionally Left Blank

3.1-20

Page 2673 of 3005 ends

A816
DATE: CITY: Seal BeachJOB #: SC3468 LOCATION: Lampson west of Rose AMPM
TIME 1 2 3 4 TOTAL Time 1 2 3 4 TOTAL
0:00 7000 7 12:00 98 6 1 0 105
0:15 6100 7 12:15 96 5 0 0 1010:30 7000 7 12:30 83 5 0 0 880:45 5000 5 12:45 92 3 1 1 971:00 1000 1 13:00 89 3 1 0 931:15 5000 5 13:15 90 2 0 0 921:30 2000 2 13:30 109 3 0 0 1121:45 2000 2 13:45 125 6 0 0 1312:00 0000 0 14:00 115 1 0 0 1162:15 1000 1 14:15 121 5 1 0 1272:30 5000 5 14:30 116 4 0 1 1212:45 1000 1 14:45 117 1 0 0 1183:00 4000 4 15:00 129 2 0 1 1323:15 2000 2 15:15 118 2 0 2 1223:30 1000 1 15:30 126 2 0 0 1283:45 0000 0 15:45 144 2 1 0 1474:00 3000 3 16:00 129 6 0 0 135 4:15 2000 2 16:15 127 7 0 0 1344:30 2000 2 16:30 137 1 0 0 1384:45 6000 6 16:45 143 3 0 0 1465:00 4000 4 17:00 142 5 0 0 1475:15 6100 7 17:15 129 1 0 0 1305:30 17 0 0 0 17 17:30 105 4 0 0 109 5:45 10 0 0 0 10 17:45 119 1 0 0 120
6:00 19 0 0 0 19 18:00 101 2 0 0 103
6:15 22 0 0 0 22 18:15 112 0 0 0 112
6:30 25 1 0 0 26 18:30 89 0 0 0 89
6:45 41 3 0 0 44 18:45 83 2 0 0 85
7:00 32 0 0 0 32 19:00 82 2 0 0 84
7:15 66 3 0 0 69 19:15 70 0 0 0 70
7:30 58 2 0 0 60 19:30 89 1 0 0 90
7:45 104 3 0 0 107 19:45 75 0 0 0 75
8:00 99 5 0 0 104 20:00 81 1 0 0 82
8:15 86 3 0 0 89 20:15 57 1 0 0 58
8:30 74 2 2 0 78 20:30 70 0 0 0 70
8:45 72 5 0 1 78 20:45 46 0 0 0 46
9:00 73 5 0 0 78 21:00 56 2 0 0 58
9:15 53 7 0 0 60 21:15 37 1 0 0 38
9:30 51 1 0 0 52 21:30 39 1 0 0 40
9:45 66 3 0 0 69 21:45 26 0 0 0 26
10:00 68 1 0 0 69 22:00 27 1 0 0 28
10:15 68 2 0 0 70 22:15 24 0 0 0 24
10:30 69 5 0 0 74 22:30 18 0 0 0 18
10:45 78 6 0 0 84 22:45 12 0 0 0 12
11:00 80 6 0 2 88 23:00 19 0 0 0 19
11:15 103 3 0 0 106 23:15 8000 811:30 91 7 1 0 99 23:30 22 0 0 0 22 11:45 79 0 0 0 79 23:45 6100 7
TOTAL 1,676 75 3 3 1,757 TOTAL 4,048 95 5 5 4,153
AM PEAK HOUR 7:45 AM AM PEAK HOUR 4:15 PM
AM PEAK VOLUME 378 AM PEAK VOLUME 565
CLASS 1 PASSENGER VEHICLES TOTAL: AM+PM 5,724 170 8 8 5,910 CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.9% 2.9% 0.1% 0.1% 100.0% CLASS 3 3-AXLE TRUCKSCLASS 4 4 OR MORE AXLE TRUCKS
TOTAL: ALL 11,131 320 11 12 11,474% OF TOTAL 97.0% 2.8% 0.1% 0.1% 100.0% 24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]
Wednesday, June 01, 2022

3.1-21

Page 2674 of 3005 ends

DATE: CITY: Seal Beach
JOB #: SC3468 LOCATION: Lampson west of Rose
AM PM
TIME 1234 TOTAL Time 1234 TOTAL
0:00 5000 5 12:00 83 0 1 0 84
0:15 6000 6 12:15 96 2 0 0 980:30 2000 2 12:30 95 4 0 0 990:45 2000 2 12:45 100 0 0 0 100 1:00 3000 3 13:00 105 1 0 1 107
1:15 2000 2 13:15 107 1 0 0 108
1:30 3000 3 13:30 85 4 0 0 891:45 1000 1 13:45 98 1 0 0 992:00 0000 0 14:00 96 3 0 0 992:15 0000 0 14:15 96 1 0 0 972:30 5000 5 14:30 95 6 0 0 1012:45 1000 1 14:45 69 2 0 0 713:00 3000 3 15:00 104 2 0 0 106 3:15 1000 1 15:15 123 0 0 0 123
3:30 3000 3 15:30 110 1 0 0 111
3:45 0100 1 15:45 91 0 0 0 914:00 4000 4 16:00 90300 93 4:15 3000 3 16:15 102 3 0 0 105
4:30 5000 5 16:30 125 1 0 0 126
4:45 10000 10 16:45 107 4 0 0 111
5:00 3000 3 17:00 118 4 0 0 122
5:15 14000 14 17:15 127 3 0 0 130
5:30 20000 20 17:30 109 1 0 0 110
5:45 21100 22 17:45 106 2 0 0 108
6:00 22100 23 18:00 98 0 0 0 98
6:15 35010 36 18:15 81 0 0 0 81
6:30 39000 39 18:30 90 0 0 0 90
6:45 52300 55 18:45 53 0 0 0 53
7:00 80300 83 19:00 69 0 0 0 697:15 104 3 0 1 108 19:15 55 0 0 0 557:30 146 10 0 0 156 19:30 50 1 0 0 517:45 135 8 0 0 143 19:45 48 0 0 0 488:00 92200 94 20:00 43000 43 8:15 88500 93 20:15 34 0 0 0 348:30 93100 94 20:30 42 0 0 0 428:45 106 9 0 0 115 20:45 39 0 0 0 399:00 110 1 0 0 111 21:00 23 1 0 0 249:15 108 6 0 1 115 21:15 35 0 0 0 359:30 69600 75 21:30 18 0 0 0 189:45 73601 80 21:45 18 0 0 0 18 10:00 73210 76 22:00 21 1 0 0 22
10:15 91400 95 22:15 12 0 0 0 12
10:30 81600 87 22:30 9000 9
10:45 93600 99 22:45 11 0 0 0 11
11:00 71400 75 23:00 10 0 0 0 10
11:15 76200 78 23:15 5000 5
11:30 65200 67 23:30 4000 4
11:45 79500 84 23:45 4100 5
TOTAL 2,098 97 2 3 2,200 TOTAL 3,309 53 1 1 3,364
AM PEAK HOUR 7:15 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 501 AM PEAK VOLUME 489
CLASS 1 PASSENGER VEHICLES TOTAL: AM+PM 5,407 150 3 4 5,564 CLASS 2 2-AXLE TRUCKS % OF TOTAL 97.2% 2.7% 0.1% 0.1% 100.0% CLASS 3 3-AXLE TRUCKSCLASS 4 4 OR MORE AXLE TRUCKS
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]
Wednesday, June 01, 2022

3.1-22

Page 2675 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 3.2: EXISTING (2022) CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

Page 2676 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
This Page Intentionally Left Blank

Page 2677 of 3005 ends

Existing AM Mon Jul 1, 2024 11:41:59 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.779
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 62 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1199 266 364 1244 0 0 0 0 340 0 572
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1199 266 364 1244 0 0 0 0 340 0 572
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1199 266 364 1244 0 0 0 0 340 0 572
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1199 266 364 1244 0 0 0 0 340 0 572
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1199 266 364 1244 0 0 0 0 340 0 572
OvlAdjVol: 96
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 5100 1700 3400 5100 0 0 0 0 3400 0 1700
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.24 0.16 0.11 0.24 0.00 0.00 0.00 0.00 0.10 0.00 0.34 OvlAdjV/S: 0.06
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-1

Page 2678 of 3005 ends

Existing AM Mon Jul 1, 2024 11:41:59 Page 3-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Old Ranch Plaza & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.397
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 2 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 29 3 7 1 0 3 7 591 32 10 880 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 3 7 1 0 3 7 591 32 10 880 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 3 7 1 0 3 7 591 32 10 880 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 29 3 7 1 0 3 7 591 32 10 880 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 3 7 1 0 3 7 591 32 10 880 3
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 1.00 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 Lanes: 0.91 0.09 1.00 0.25 0.00 0.75 1.00 2.00 1.00 1.00 1.99 0.01 Final Sat.: 1448 150 1700 400 0 1199 1700 3400 1700 1700 3287 11 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.17 0.02 0.01 0.27 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-2

Page 2679 of 3005 ends

Existing AM Mon Jul 1, 2024 11:41:59 Page 4-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Basswood & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.466
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 204 1 3 1 0 7 18 420 79 9 730 6
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 204 1 3 1 0 7 18 420 79 9 730 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 204 1 3 1 0 7 18 420 79 9 730 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 204 1 3 1 0 7 18 420 79 9 730 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 204 1 3 1 0 7 18 420 79 9 730 6
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.98 0.94 1.00 0.97 0.94 Lanes: 1.00 0.25 0.75 0.12 0.00 0.88 1.00 1.68 0.32 1.00 1.98 0.02 Final Sat.: 1700 400 1199 200 0 1398 1700 2792 506 1700 3272 26 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.00 0.00 0.00 0.00 0.01 0.01 0.15 0.16 0.01 0.22 0.23 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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Existing AM Mon Jul 1, 2024 11:41:59 Page 5-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Candleberrry & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.394
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 171 0 29 0 0 0 0 347 77 16 574 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 171 0 29 0 0 0 0 347 77 16 574 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 0 29 0 0 0 0 347 77 16 574 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 171 0 29 0 0 0 0 347 77 16 574 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 0 29 0 0 0 0 347 77 16 574 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.98 0.94 1.00 1.00 1.00 Lanes: 0.86 0.00 0.14 0.00 0.00 0.00 0.00 1.64 0.36 1.00 2.00 0.00 Final Sat.: 1366 0 232 0 0 0 0 2718 580 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.00 0.13 0.00 0.00 0.00 0.00 0.13 0.13 0.01 0.17 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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Page 2681 of 3005 ends

Existing AM Mon Jul 1, 2024 11:41:59 Page 6-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Heather & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.335
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 83 0 55 0 0 0 0 314 62 30 507 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 83 0 55 0 0 0 0 314 62 30 507 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 0 55 0 0 0 0 314 62 30 507 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 83 0 55 0 0 0 0 314 62 30 507 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 0 55 0 0 0 0 314 62 30 507 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.98 0.94 1.00 1.00 1.00 Lanes: 0.60 0.00 0.40 0.00 0.00 0.00 0.00 1.67 0.33 1.00 2.00 0.00 Final Sat.: 961 0 637 0 0 0 0 2771 527 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.00 0.09 0.00 0.00 0.00 0.00 0.11 0.12 0.02 0.15 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Rose & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.300
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 25 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 37 0 46 0 0 0 0 336 24 25 505 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 37 0 46 0 0 0 0 336 24 25 505 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 37 0 46 0 0 0 0 336 24 25 505 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 37 0 46 0 0 0 0 336 24 25 505 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 0 46 0 0 0 0 336 24 25 505 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.45 0.00 0.55 0.00 0.00 0.00 0.00 1.87 0.13 1.00 2.00 0.00 Final Sat.: 712 0 886 0 0 0 0 3085 213 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.05 0.00 0.00 0.00 0.00 0.11 0.11 0.01 0.15 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Tulip & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.302
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 25 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 39 1 73 10 1 14 5 366 11 32 477 7
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 39 1 73 10 1 14 5 366 11 32 477 7
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 39 1 73 10 1 14 5 366 11 32 477 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 1 73 10 1 14 5 366 11 32 477 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 39 1 73 10 1 14 5 366 11 32 477 7
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.01 0.99 0.40 0.04 0.56 1.00 1.94 0.06 1.00 1.97 0.03 Final Sat.: 1700 22 1576 639 64 895 1700 3205 93 1700 3252 46 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.05 0.05 0.01 0.02 0.02 0.00 0.11 0.12 0.02 0.15 0.15 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Valley View & Lampson
******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.637
Loss Time (sec): 7 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 115 1400 165 105 1529 151 150 234 126 184 184 178 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 1400 165 105 1529 151 150 234 126 184 184 178 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 1400 165 105 1529 151 150 234 126 184 184 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 115 1400 165 105 1529 151 150 234 126 184 184 178 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 115 1400 165 105 1529 151 150 234 126 184 184 178 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.94 1.00 1.00 0.94 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.30 0.70 1.00 1.02 0.98 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 2179 1119 1700 1726 1572 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.27 0.10 0.06 0.30 0.09 0.09 0.11 0.11 0.11 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-8

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Existing PM Mon Jul 1, 2024 11:42:12 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.790
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 65 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1508 413 447 1202 0 0 0 0 322 0 447
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1508 413 447 1202 0 0 0 0 322 0 447
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1508 413 447 1202 0 0 0 0 322 0 447
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1508 413 447 1202 0 0 0 0 322 0 447
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1508 413 447 1202 0 0 0 0 322 0 447
OvlAdjVol: 252
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.30 0.24 0.13 0.24 0.00 0.00 0.00 0.00 0.09 0.00 0.26 OvlAdjV/S: 0.15
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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Existing PM Mon Jul 1, 2024 11:42:12 Page 3-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Old Ranch Plaza & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.371
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 1 0 0 1 0 0 1 0 2 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 42 0 10 0 1 0 4 822 34 7 727 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 0 10 0 1 0 4 822 34 7 727 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 0 10 0 1 0 4 822 34 7 727 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 42 0 10 0 1 0 4 822 34 7 727 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 0 10 0 1 0 4 822 34 7 727 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 2.00 1.00 1.00 2.00 0.00 Final Sat.: 1598 0 1700 0 1700 0 1700 3400 1700 1700 3298 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.01 0.00 0.00 0.00 0.00 0.24 0.02 0.00 0.22 0.00 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-10

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Existing PM Mon Jul 1, 2024 11:42:12 Page 4-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Basswood & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.443
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 124 0 10 4 3 38 26 638 116 11 568 3
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 0 10 4 3 38 26 638 116 11 568 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 124 0 10 4 3 38 26 638 116 11 568 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 124 0 10 4 3 38 26 638 116 11 568 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 124 0 10 4 3 38 26 638 116 11 568 3
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.98 0.94 1.00 0.97 0.94 Lanes: 1.00 0.00 1.00 0.09 0.07 0.84 1.00 1.69 0.31 1.00 1.99 0.01 Final Sat.: 1700 0 1598 142 107 1349 1700 2806 492 1700 3281 17 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.00 0.01 0.00 0.03 0.03 0.02 0.23 0.24 0.01 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-11

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Existing PM Mon Jul 1, 2024 11:42:12 Page 5-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Candleberrry & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.366
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 70 0 18 0 0 0 0 541 111 24 512 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 0 18 0 0 0 0 541 111 24 512 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 0 18 0 0 0 0 541 111 24 512 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 70 0 18 0 0 0 0 541 111 24 512 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 0 18 0 0 0 0 541 111 24 512 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.98 0.94 1.00 1.00 1.00 Lanes: 0.80 0.00 0.20 0.00 0.00 0.00 0.00 1.66 0.34 1.00 2.00 0.00 Final Sat.: 1271 0 327 0 0 0 0 2754 544 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.00 0.00 0.20 0.20 0.01 0.15 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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Existing PM Mon Jul 1, 2024 11:42:12 Page 6-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Heather & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.368
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 52 0 46 0 0 0 0 499 60 65 484 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 0 46 0 0 0 0 499 60 65 484 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 0 46 0 0 0 0 499 60 65 484 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 52 0 46 0 0 0 0 499 60 65 484 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 0 46 0 0 0 0 499 60 65 484 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.53 0.00 0.47 0.00 0.00 0.00 0.00 1.79 0.21 1.00 2.00 0.00 Final Sat.: 848 0 750 0 0 0 0 2955 343 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.00 0.06 0.00 0.00 0.00 0.00 0.17 0.17 0.04 0.14 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-13

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Existing PM Mon Jul 1, 2024 11:42:12 Page 7-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Rose & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.363
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 28 0 51 0 0 0 0 528 33 65 489 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 0 51 0 0 0 0 528 33 65 489 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 0 51 0 0 0 0 528 33 65 489 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 28 0 51 0 0 0 0 528 33 65 489 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 0 51 0 0 0 0 528 33 65 489 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.35 0.00 0.65 0.00 0.00 0.00 0.00 1.88 0.12 1.00 2.00 0.00 Final Sat.: 566 0 1032 0 0 0 0 3110 188 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.05 0.00 0.00 0.00 0.00 0.17 0.18 0.04 0.14 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-14

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Existing PM Mon Jul 1, 2024 11:42:12 Page 8-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Tulip & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.366
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 0 60 8 0 11 7 545 27 76 516 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 0 60 8 0 11 7 545 27 76 516 17
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 0 60 8 0 11 7 545 27 76 516 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 0 60 8 0 11 7 545 27 76 516 17
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 0 60 8 0 11 7 545 27 76 516 17
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.00 1.00 0.42 0.00 0.58 1.00 1.91 0.09 1.00 1.94 0.06 Final Sat.: 1700 0 1598 673 0 925 1700 3147 151 1700 3196 102 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.04 0.00 0.00 0.01 0.00 0.17 0.18 0.04 0.16 0.17 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-15

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Existing PM Mon Jul 1, 2024 11:42:12 Page 9-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Valley View & Lampson
******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.714
Loss Time (sec): 7 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 47 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 185 1554 134 145 1688 202 211 200 108 169 208 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 1554 134 145 1688 202 211 200 108 169 208 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 1554 134 145 1688 202 211 200 108 169 208 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 1554 134 145 1688 202 211 200 108 169 208 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 1554 134 145 1688 202 211 200 108 169 208 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.94 1.00 0.98 0.94 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.30 0.70 1.00 1.35 0.65 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 2177 1121 1700 2253 1045 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.30 0.08 0.09 0.33 0.12 0.12 0.09 0.10 0.10 0.09 0.10 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

3.2-16

Page 2693 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 4.1: POST PROCESSING WORKSHEETS

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4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
This Page Intentionally Left Blank

Page 2695 of 3005 ends

Project: Lampson Job #: 14501
Scenario: 2045 Without Project Analyst: CS
Date: 2/1/23
LOCATION: Seal Beach Bl. & Lampson Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,199 1,285 86 7% 1,508 1,525 17 1%
Right 266 426 160 60% 413 438 25 6%
NB Total 1,465 1,711 246 17% 1,921 1,963 42 2%
SOUTH Left 364 689 325 89% 447 422 -25 -6%
BOUND Through 1,244 1,289 45 4% 1,202 1,232 30 2%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SB Total 1,608 1,978 370 23% 1,649 1,654 5 0%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 340 298 -42 -12% 322 488 166 52%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 572 613 41 7% 447 595 148 33%
WB Total 912 911 -1 0% 769 1,083 314 41%
TOTAL ENTERING VOLUME 3,985 4,600 615 15% 4,339 4,700 361 8%

AM PM AM PM ADT
North Leg Inbound 1,978 1,654
North Leg Outbound 1,898 2,120
North Leg TOTAL 3,876 3,774 9% 9% 41,044
South Leg Inbound 1,711 1,963
South Leg Outbound 1,587 1,720
South Leg TOTAL 3,298 3,683 9% 9% 38,796
East Leg Inbound 911 1,083
East Leg Outbound 1,115 860
East Leg TOTAL 2,026 1,943 10% 10% 19,645
West Leg Inbound 0 0
West Leg Outbound 0 0
West Leg TOTAL 0 0 #DIV/0! #DIV/0! #DIV/0!
OVERALL TOTAL 9,200 9,400 #DIV/0! #DIV/0! #DIV/0!
Z:\Shared\UcJobs\_14100-14500\_14500\14501\02_LOS\Post Processing\[01 Seal Beach_Lampson.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-1

Page 2696 of 3005 ends

Project: Lampson Job #: 14501
Scenario: 2045 Without Project Analyst: CS
Date: 2/1/23
LOCATION: Valley View St. & Lampson Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 115 180 65 57% 185 184 -1 -1%
BOUND Through 1,400 1,624 224 16% 1,554 1,604 50 3%
Right 165 192 27 16% 134 177 43 32%
NB Total 1,680 1,996 316 19% 1,873 1,965 92 5%
SOUTH Left 105 103 -2 -2% 145 198 53 37%
BOUND Through 1,529 1,682 153 10% 1,688 1,870 182 11%
Right 151 199 48 32% 202 208 6 3%
SB Total 1,785 1,984 199 11% 2,035 2,276 241 12%
EAST Left 150 145 -5 -3% 211 260 49 23%
BOUND Through 234 227 -7 -3% 200 315 115 58%
Right 126 137 11 9% 108 138 30 28%
EB Total 510 509 -1 0% 519 713 194 37%
WEST Left 184 311 127 69% 169 182 13 8%
BOUND Through 184 373 189 103% 208 209 1 0%
Right 178 267 89 50% 101 105 4 4%
WB Total 546 951 405 74% 478 496 18 4%
TOTAL ENTERING VOLUME 4,521 5,440 919 20% 4,905 5,450 545 11%

AM PM AM PM ADT
North Leg Inbound 1,984 2,276
North Leg Outbound 2,036 1,969
North Leg TOTAL 4,020 4,245 9% 10% 44,418
South Leg Inbound 1,996 1,965
South Leg Outbound 2,130 2,190
South Leg TOTAL 4,126 4,155 9% 9% 44,110
East Leg Inbound 951 496
East Leg Outbound 522 690
East Leg TOTAL 1,473 1,186 12% 9% 12,685
West Leg Inbound 509 713
West Leg Outbound 752 601
West Leg TOTAL 1,261 1,314 9% 10% 13,611
OVERALL TOTAL 10,880 10,900 9% 9% 114,824
Z:\Shared\UcJobs\_14100-14500\_14500\14501\02_LOS\Post Processing\[10 Valley View_Lampson.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-2

Page 2697 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 5.1: OPENING YEAR CUMULATIVE (2026) WITHOUT

PROJECT CONDITIONS INTERSECTION OPERATIONS ANALYSIS

WORKSHEETS

Page 2698 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
This Page Intentionally Left Blank

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2026 NP AM Mon Jul 1, 2024 11:53:52 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.872
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 88 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1199 266 364 1244 0 0 0 0 340 0 572
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 0 1298 288 394 1347 0 0 0 0 368 0 619
Added Vol: 0 47 28 41 100 0 0 0 0 32 0 27
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1345 316 435 1447 0 0 0 0 400 0 646
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1345 316 435 1447 0 0 0 0 400 0 646
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1345 316 435 1447 0 0 0 0 400 0 646
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1345 316 435 1447 0 0 0 0 400 0 646
OvlAdjVol: 116
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.26 0.19 0.13 0.28 0.00 0.00 0.00 0.00 0.12 0.00 0.38 OvlAdjV/S: 0.07
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-1

Page 2700 of 3005 ends

2026 NP AM Mon Jul 1, 2024 11:53:52 Page 3-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Old Ranch Plaza & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.463
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 31 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 2 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 29 3 7 1 0 3 7 591 32 10 880 3
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 31 3 8 1 0 3 8 640 35 11 953 3
Added Vol: 0 0 0 5 0 31 10 58 0 0 29 2
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 31 3 8 6 0 34 18 698 35 11 982 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 31 3 8 6 0 34 18 698 35 11 982 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 31 3 8 6 0 34 18 698 35 11 982 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 31 3 8 6 0 34 18 698 35 11 982 5
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 1.00 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 Lanes: 0.91 0.09 1.00 0.15 0.00 0.85 1.00 2.00 1.00 1.00 1.99 0.01 Final Sat.: 1448 150 1700 241 0 1357 1700 3400 1700 1700 3281 17 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.02 0.00 0.00 0.00 0.03 0.01 0.21 0.02 0.01 0.30 0.31 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-2

Page 2701 of 3005 ends

2026 NP AM Mon Jul 1, 2024 11:53:52 Page 4-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Basswood & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.505
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 204 1 3 1 0 7 18 420 79 9 730 6
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 221 1 3 1 0 8 19 455 86 10 790 6
Added Vol: 0 0 0 0 0 0 0 63 0 0 30 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 221 1 3 1 0 8 19 518 86 10 820 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 1 3 1 0 8 19 518 86 10 820 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 221 1 3 1 0 8 19 518 86 10 820 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 1 3 1 0 8 19 518 86 10 820 6
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.25 0.75 0.12 0.00 0.88 1.00 1.72 0.28 1.00 1.98 0.02 Final Sat.: 1700 400 1199 200 0 1398 1700 2845 453 1700 3273 25 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.00 0.00 0.00 0.00 0.01 0.01 0.18 0.19 0.01 0.25 0.26 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-3

Page 2702 of 3005 ends

2026 NP AM Mon Jul 1, 2024 11:53:52 Page 5-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Candleberrry & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.431
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 171 0 29 0 0 0 0 347 77 16 574 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 185 0 31 0 0 0 0 376 83 17 621 0
Added Vol: 0 0 6 0 0 0 0 63 0 5 30 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 185 0 37 0 0 0 0 439 83 22 651 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 0 37 0 0 0 0 439 83 22 651 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 0 37 0 0 0 0 439 83 22 651 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 0 37 0 0 0 0 439 83 22 651 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.98 0.94 1.00 1.00 1.00 Lanes: 0.83 0.00 0.17 0.00 0.00 0.00 0.00 1.68 0.32 1.00 2.00 0.00 Final Sat.: 1329 0 269 0 0 0 0 2788 510 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.00 0.14 0.00 0.00 0.00 0.00 0.16 0.16 0.01 0.19 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-4

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2026 NP AM Mon Jul 1, 2024 11:53:52 Page 6-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Heather & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.369
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 83 0 55 0 0 0 0 314 62 30 507 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 90 0 60 0 0 0 0 340 67 32 549 0
Added Vol: 0 0 6 0 0 0 0 69 0 5 35 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 90 0 66 0 0 0 0 409 67 37 584 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 0 66 0 0 0 0 409 67 37 584 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 90 0 66 0 0 0 0 409 67 37 584 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 0 66 0 0 0 0 409 67 37 584 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.58 0.00 0.42 0.00 0.00 0.00 0.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 924 0 674 0 0 0 0 2847 451 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.00 0.10 0.00 0.00 0.00 0.00 0.14 0.15 0.02 0.17 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-5

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2026 NP AM Mon Jul 1, 2024 11:53:52 Page 7-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Rose & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.332
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 37 0 46 0 0 0 0 336 24 25 505 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 40 0 50 0 0 0 0 364 26 27 547 0
Added Vol: 0 0 6 0 0 0 0 75 0 5 39 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 40 0 56 0 0 0 0 439 26 32 586 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 0 56 0 0 0 0 439 26 32 586 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 0 56 0 0 0 0 439 26 32 586 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 0 56 0 0 0 0 439 26 32 586 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.41 0.01 0.58 0.00 0.00 0.00 0.00 1.89 0.11 1.00 2.00 0.00 Final Sat.: 668 0 930 0 0 0 0 3119 179 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.06 0.00 0.00 0.00 0.00 0.14 0.15 0.02 0.17 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-6

Page 2705 of 3005 ends

2026 NP AM Mon Jul 1, 2024 11:53:52 Page 8-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Tulip & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.343
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 39 1 73 10 1 14 5 366 11 32 477 7
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 42 1 79 11 1 15 5 396 12 35 516 8
Added Vol: 0 0 6 2 0 0 0 80 0 5 44 2
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 42 1 85 13 1 15 5 476 12 40 560 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 1 85 13 1 15 5 476 12 40 560 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 42 1 85 13 1 15 5 476 12 40 560 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 1 85 13 1 15 5 476 12 40 560 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.01 0.99 0.44 0.04 0.52 1.00 1.95 0.05 1.00 1.97 0.03 Final Sat.: 1700 20 1578 705 60 833 1700 3220 78 1700 3244 54 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.05 0.05 0.01 0.02 0.02 0.00 0.15 0.15 0.02 0.17 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-7

Page 2706 of 3005 ends

2026 NP AM Mon Jul 1, 2024 11:53:52 Page 9-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Valley View & Lampson
******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.724
Loss Time (sec): 7 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 115 1400 165 105 1529 151 150 234 126 184 184 178 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 124 1515 179 114 1655 163 162 253 136 199 199 193 Added Vol: 21 25 4 5 21 29 48 14 32 4 4 7
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 145 1540 183 119 1676 192 210 267 168 203 203 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 145 1540 183 119 1676 192 210 267 168 203 203 200 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 145 1540 183 119 1676 192 210 267 168 203 203 200 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 145 1540 183 119 1676 192 210 267 168 203 203 200 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.94 1.00 1.00 0.94 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.23 0.77 1.00 1.01 0.99 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 2063 1235 1700 1714 1584 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.30 0.11 0.07 0.33 0.11 0.12 0.13 0.14 0.12 0.12 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-8

Page 2707 of 3005 ends

2026 NP PM Mon Jul 1, 2024 11:54:22 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.896
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 98 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1508 413 447 1202 0 0 0 0 322 0 447
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 0 1632 447 484 1301 0 0 0 0 349 0 484
Added Vol: 0 89 37 35 66 0 0 0 0 29 0 36
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1721 484 519 1367 0 0 0 0 378 0 520
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1721 484 519 1367 0 0 0 0 378 0 520
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1721 484 519 1367 0 0 0 0 378 0 520
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1721 484 519 1367 0 0 0 0 378 0 520
OvlAdjVol: 295
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.34 0.28 0.15 0.27 0.00 0.00 0.00 0.00 0.11 0.00 0.31 OvlAdjV/S: 0.17
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-9

Page 2708 of 3005 ends

2026 NP PM Mon Jul 1, 2024 11:54:22 Page 3-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Old Ranch Plaza & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.426
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 2 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 42 0 10 0 1 0 4 822 34 7 727 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 45 0 11 0 1 0 4 890 37 8 787 0
Added Vol: 0 0 0 3 0 20 33 39 0 0 46 6
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 45 0 11 3 1 20 37 929 37 8 833 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 45 0 11 3 1 20 37 929 37 8 833 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 0 11 3 1 20 37 929 37 8 833 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 45 0 11 3 1 20 37 929 37 8 833 6
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 1.00 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 Lanes: 1.00 0.00 1.00 0.12 0.04 0.84 1.00 2.00 1.00 1.00 1.99 0.01 Final Sat.: 1598 0 1700 199 72 1327 1700 3400 1700 1700 3275 23 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.00 0.01 0.00 0.02 0.02 0.02 0.27 0.02 0.00 0.25 0.26 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-10

Page 2709 of 3005 ends

2026 NP PM Mon Jul 1, 2024 11:54:22 Page 4-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Basswood & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.485
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 33 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 124 0 10 4 3 38 26 638 116 11 568 3
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 134 0 11 4 3 41 28 691 126 12 615 3
Added Vol: 0 0 0 0 0 0 0 42 0 0 51 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 134 0 11 4 3 41 28 733 126 12 666 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 0 11 4 3 41 28 733 126 12 666 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 134 0 11 4 3 41 28 733 126 12 666 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 0 11 4 3 41 28 733 126 12 666 3
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.98 0.94 1.00 0.97 0.94 Lanes: 1.00 0.00 1.00 0.09 0.07 0.84 1.00 1.71 0.29 1.00 1.99 0.01 Final Sat.: 1700 0 1598 142 107 1349 1700 2830 468 1700 3282 16 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.00 0.01 0.00 0.03 0.03 0.02 0.26 0.27 0.01 0.20 0.21 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-11

Page 2710 of 3005 ends

2026 NP PM Mon Jul 1, 2024 11:54:22 Page 5-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Candleberrry & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.406
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 70 0 18 0 0 0 0 541 111 24 512 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 76 0 19 0 0 0 0 586 120 26 554 0
Added Vol: 0 0 5 0 0 0 0 42 0 4 51 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 76 0 24 0 0 0 0 628 120 30 605 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 76 0 24 0 0 0 0 628 120 30 605 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 76 0 24 0 0 0 0 628 120 30 605 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 76 0 24 0 0 0 0 628 120 30 605 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.98 0.94 1.00 1.00 1.00 Lanes: 0.76 0.00 0.24 0.00 0.00 0.00 0.00 1.68 0.32 1.00 2.00 0.00 Final Sat.: 1208 0 390 0 0 0 0 2784 514 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.00 0.00 0.23 0.23 0.02 0.18 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-12

Page 2711 of 3005 ends

2026 NP PM Mon Jul 1, 2024 11:54:22 Page 6-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Heather & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.410
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 52 0 46 0 0 0 0 499 60 65 484 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 56 0 50 0 0 0 0 540 65 70 524 0
Added Vol: 0 0 5 0 0 0 0 47 0 4 55 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 56 0 55 0 0 0 0 587 65 74 579 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 0 55 0 0 0 0 587 65 74 579 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 56 0 55 0 0 0 0 587 65 74 579 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 0 55 0 0 0 0 587 65 74 579 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.51 0.00 0.49 0.00 0.00 0.00 0.00 1.80 0.20 1.00 2.00 0.00 Final Sat.: 810 0 788 0 0 0 0 2980 318 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.00 0.07 0.00 0.00 0.00 0.00 0.20 0.20 0.04 0.17 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-13

Page 2712 of 3005 ends

2026 NP PM Mon Jul 1, 2024 11:54:22 Page 7-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Rose & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.407
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 28 0 51 0 0 0 0 528 33 65 489 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 30 0 55 0 0 0 0 572 36 70 529 0
Added Vol: 0 0 5 0 0 0 0 52 0 4 59 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 30 0 60 0 0 0 0 624 36 74 588 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 60 0 0 0 0 624 36 74 588 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 30 0 60 0 0 0 0 624 36 74 588 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 0 60 0 0 0 0 624 36 74 588 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.33 0.00 0.67 0.00 0.00 0.00 0.00 1.89 0.11 1.00 2.00 0.00 Final Sat.: 535 0 1063 0 0 0 0 3125 173 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.06 0.00 0.00 0.00 0.00 0.20 0.21 0.04 0.17 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-14

Page 2713 of 3005 ends

2026 NP PM Mon Jul 1, 2024 11:54:22 Page 8-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Tulip & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.412
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 0 60 8 0 11 7 545 27 76 516 17
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 29 0 65 9 0 12 8 590 29 82 559 18
Added Vol: 0 0 5 2 0 0 0 57 0 4 63 2
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 29 0 70 11 0 12 8 647 29 86 622 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 0 70 11 0 12 8 647 29 86 622 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 29 0 70 11 0 12 8 647 29 86 622 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 0 70 11 0 12 8 647 29 86 622 20
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.00 1.00 0.47 0.00 0.53 1.00 1.91 0.09 1.00 1.94 0.06 Final Sat.: 1700 0 1598 755 0 843 1700 3160 138 1700 3196 102 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.04 0.01 0.00 0.01 0.00 0.20 0.21 0.05 0.19 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-15

Page 2714 of 3005 ends

2026 NP PM Mon Jul 1, 2024 11:54:22 Page 9-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Valley View & Lampson
******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.812
Loss Time (sec): 7 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 65 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 185 1554 134 145 1688 202 211 200 108 169 208 101 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 200 1682 145 157 1827 219 228 216 117 183 225 109 Added Vol: 33 22 5 3 17 28 33 7 29 5 12 6
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 233 1704 150 160 1844 247 261 223 146 188 237 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 1704 150 160 1844 247 261 223 146 188 237 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 233 1704 150 160 1844 247 261 223 146 188 237 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 1704 150 160 1844 247 261 223 146 188 237 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.94 1.00 0.98 0.94 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.21 0.79 1.00 1.35 0.65 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 2036 1262 1700 2252 1046 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.33 0.09 0.09 0.36 0.15 0.15 0.11 0.12 0.11 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.1-16

Page 2715 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 5.2: OPENING YEAR CUMULATIVE (2026) WITH PROJECT

CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

Page 2716 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
This Page Intentionally Left Blank

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2026 WP AM Mon Jul 1, 2024 11:55:16 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.882
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 92 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1199 266 364 1244 0 0 0 0 340 0 572
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 0 1298 288 394 1347 0 0 0 0 368 0 619
Added Vol: 0 47 37 46 100 0 0 0 0 57 0 42
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1345 325 440 1447 0 0 0 0 425 0 661
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1345 325 440 1447 0 0 0 0 425 0 661
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1345 325 440 1447 0 0 0 0 425 0 661
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1345 325 440 1447 0 0 0 0 425 0 661
OvlAdjVol: 112
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.26 0.19 0.13 0.28 0.00 0.00 0.00 0.00 0.13 0.00 0.39 OvlAdjV/S: 0.07
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-1

Page 2718 of 3005 ends

2026 WP AM Mon Jul 1, 2024 11:55:16 Page 3-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Old Ranch Plaza & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.475
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 32 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 2 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 29 3 7 1 0 3 7 591 32 10 880 3
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 31 3 8 1 0 3 8 640 35 11 953 3
Added Vol: 0 0 0 5 0 31 10 72 0 0 69 2
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 31 3 8 6 0 34 18 712 35 11 1022 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 31 3 8 6 0 34 18 712 35 11 1022 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 31 3 8 6 0 34 18 712 35 11 1022 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 31 3 8 6 0 34 18 712 35 11 1022 5
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 1.00 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 Lanes: 0.91 0.09 1.00 0.15 0.00 0.85 1.00 2.00 1.00 1.00 1.99 0.01 Final Sat.: 1448 150 1700 241 0 1357 1700 3400 1700 1700 3282 16 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.02 0.00 0.00 0.00 0.03 0.01 0.21 0.02 0.01 0.31 0.32 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-2

Page 2719 of 3005 ends

2026 WP AM Mon Jul 1, 2024 11:55:16 Page 4-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Basswood & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.518
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 34 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 204 1 3 1 0 7 18 420 79 9 730 6
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 221 1 3 1 0 8 19 455 86 10 790 6
Added Vol: 0 0 0 0 0 0 0 78 0 0 70 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 221 1 3 1 0 8 19 533 86 10 860 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 1 3 1 0 8 19 533 86 10 860 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 221 1 3 1 0 8 19 533 86 10 860 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 1 3 1 0 8 19 533 86 10 860 6
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.25 0.75 0.12 0.00 0.88 1.00 1.72 0.28 1.00 1.99 0.01 Final Sat.: 1700 400 1199 200 0 1398 1700 2856 442 1700 3274 24 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.00 0.00 0.00 0.00 0.01 0.01 0.19 0.19 0.01 0.26 0.27 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-3

Page 2720 of 3005 ends

2026 WP AM Mon Jul 1, 2024 11:55:16 Page 5-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Candleberrry & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.443
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 171 0 29 0 0 0 0 347 77 16 574 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 185 0 31 0 0 0 0 376 83 17 621 0
Added Vol: 0 0 6 0 0 0 0 78 0 5 70 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 185 0 37 0 0 0 0 454 83 22 691 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 0 37 0 0 0 0 454 83 22 691 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 0 37 0 0 0 0 454 83 22 691 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 0 37 0 0 0 0 454 83 22 691 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.98 0.94 1.00 1.00 1.00 Lanes: 0.83 0.00 0.17 0.00 0.00 0.00 0.00 1.69 0.31 1.00 2.00 0.00 Final Sat.: 1329 0 269 0 0 0 0 2802 496 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.00 0.14 0.00 0.00 0.00 0.00 0.16 0.17 0.01 0.20 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-4

Page 2721 of 3005 ends

2026 WP AM Mon Jul 1, 2024 11:55:16 Page 6-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Heather & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.381
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 83 0 55 0 0 0 0 314 62 30 507 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 90 0 60 0 0 0 0 340 67 32 549 0
Added Vol: 0 0 6 0 0 0 0 83 0 5 75 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 90 0 66 0 0 0 0 423 67 37 624 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 0 66 0 0 0 0 423 67 37 624 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 90 0 66 0 0 0 0 423 67 37 624 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 0 66 0 0 0 0 423 67 37 624 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.58 0.00 0.42 0.00 0.00 0.00 0.00 1.73 0.27 1.00 2.00 0.00 Final Sat.: 924 0 674 0 0 0 0 2860 438 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.00 0.10 0.00 0.00 0.00 0.00 0.15 0.15 0.02 0.18 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-5

Page 2722 of 3005 ends

HCM 6th TWSC 4665 Lampson Avenue (JN 14501)
6: Lampson Av. & Driveway 1 02/01/2023
2026 With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 481 651 7 0 21
Future Vol, veh/h 0 481 651 7 0 21
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 523 708 8 0 23
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 358
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 6.94
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.32
Pot Cap-1 Maneuver 0 - - - 0 638
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 638
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 10.9

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 638
HCM Lane V/C Ratio - - - 0.036
HCM Control Delay (s) - - - 10.9
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0.1

5.2-6 5.2-6

Page 2723 of 3005 ends

HCM 6th TWSC 4665 Lampson Avenue (JN 14501)
7: Lampson Av. & Driveway 2 02/01/2023
2026 With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc. Page 2
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 16 465 633 6 37 25
Future Vol, veh/h 16 465 633 6 37 25
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 150 - - - 0 -
Veh in Median Storage, # - 0 0 - 1 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 17 505 688 7 40 27
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 695 0 - 0 979 348
Stage 1 - - - - 692 -
Stage 2 - - - - 287 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 897 - - - 247 648
Stage 1 - - - - 458 -
Stage 2 - - - - 736 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 897 - - - 242 648
Mov Cap-2 Maneuver - - - - 354 -
Stage 1 - - - - 449 -
Stage 2 - - - - 736 -
Approach EB WB SB
HCM Control Delay, s 0.3 0 14.8

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 897 - - - 433
HCM Lane V/C Ratio 0.019 - - - 0.156
HCM Control Delay (s) 9.1 - - - 14.8
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.5

5.2-7 5.2-7

Page 2724 of 3005 ends

2026 WP AM Mon Jul 1, 2024 11:55:16 Page 7-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Rose & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.334
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 37 0 46 0 0 0 0 336 24 25 505 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 40 0 50 0 0 0 0 364 26 27 547 0
Added Vol: 0 0 6 0 0 0 0 107 0 5 51 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 40 0 56 0 0 0 0 471 26 32 598 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 0 56 0 0 0 0 471 26 32 598 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 0 56 0 0 0 0 471 26 32 598 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 0 56 0 0 0 0 471 26 32 598 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.41 0.01 0.58 0.00 0.00 0.00 0.00 1.90 0.10 1.00 2.00 0.00 Final Sat.: 668 0 930 0 0 0 0 3131 167 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.06 0.00 0.00 0.00 0.00 0.15 0.16 0.02 0.18 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-8

Page 2725 of 3005 ends

2026 WP AM Mon Jul 1, 2024 11:55:16 Page 8-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Tulip & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.343
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 26 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 39 1 73 10 1 14 5 366 11 32 477 7
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 42 1 79 11 1 15 5 396 12 35 516 8
Added Vol: 0 0 6 2 0 0 0 113 0 5 56 2
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 42 1 85 13 1 15 5 509 12 40 572 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 1 85 13 1 15 5 509 12 40 572 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 42 1 85 13 1 15 5 509 12 40 572 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 1 85 13 1 15 5 509 12 40 572 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.01 0.99 0.44 0.04 0.52 1.00 1.95 0.05 1.00 1.97 0.03 Final Sat.: 1700 20 1578 705 60 833 1700 3225 73 1700 3245 53 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.05 0.05 0.01 0.02 0.02 0.00 0.16 0.16 0.02 0.18 0.18 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-9

Page 2726 of 3005 ends

2026 WP AM Mon Jul 1, 2024 11:55:16 Page 9-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Valley View & Lampson
******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.726
Loss Time (sec): 7 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 115 1400 165 105 1529 151 150 234 126 184 184 178 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 124 1515 179 114 1655 163 162 253 136 199 199 193 Added Vol: 26 25 4 5 21 32 55 25 47 4 8 7
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 150 1540 183 119 1676 195 217 278 183 203 207 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 150 1540 183 119 1676 195 217 278 183 203 207 200 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 150 1540 183 119 1676 195 217 278 183 203 207 200 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 150 1540 183 119 1676 195 217 278 183 203 207 200 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.94 1.00 1.00 0.94 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.21 0.79 1.00 1.02 0.98 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 2028 1270 1700 1729 1569 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.30 0.11 0.07 0.33 0.11 0.13 0.14 0.14 0.12 0.12 0.13 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-10

Page 2727 of 3005 ends

2026 WP PM Mon Jul 1, 2024 11:55:30 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.907
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 104 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1508 413 447 1202 0 0 0 0 322 0 447
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 0 1632 447 484 1301 0 0 0 0 349 0 484
Added Vol: 0 89 65 52 66 0 0 0 0 46 0 46
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1721 512 536 1367 0 0 0 0 395 0 530
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1721 512 536 1367 0 0 0 0 395 0 530
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1721 512 536 1367 0 0 0 0 395 0 530
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1721 512 536 1367 0 0 0 0 395 0 530
OvlAdjVol: 315
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.34 0.30 0.16 0.27 0.00 0.00 0.00 0.00 0.12 0.00 0.31 OvlAdjV/S: 0.19
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-11

Page 2728 of 3005 ends

2026 WP PM Mon Jul 1, 2024 11:55:30 Page 3-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Old Ranch Plaza & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.435
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 2 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 42 0 10 0 1 0 4 822 34 7 727 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 45 0 11 0 1 0 4 890 37 8 787 0
Added Vol: 0 0 0 3 0 20 33 83 0 0 73 6
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 45 0 11 3 1 20 37 973 37 8 860 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 45 0 11 3 1 20 37 973 37 8 860 6
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 0 11 3 1 20 37 973 37 8 860 6
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 45 0 11 3 1 20 37 973 37 8 860 6
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 1.00 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 Lanes: 1.00 0.00 1.00 0.12 0.04 0.84 1.00 2.00 1.00 1.00 1.99 0.01 Final Sat.: 1598 0 1700 199 72 1327 1700 3400 1700 1700 3276 22 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.00 0.01 0.00 0.02 0.02 0.02 0.29 0.02 0.00 0.26 0.27 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-12

Page 2729 of 3005 ends

2026 WP PM Mon Jul 1, 2024 11:55:30 Page 4-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Basswood & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.499
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 33 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 124 0 10 4 3 38 26 638 116 11 568 3
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 134 0 11 4 3 41 28 691 126 12 615 3
Added Vol: 0 0 0 0 0 0 0 87 0 0 78 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 134 0 11 4 3 41 28 778 126 12 693 3
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 0 11 4 3 41 28 778 126 12 693 3
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 134 0 11 4 3 41 28 778 126 12 693 3
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 0 11 4 3 41 28 778 126 12 693 3
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.00 1.00 0.09 0.07 0.84 1.00 1.72 0.28 1.00 1.99 0.01 Final Sat.: 1700 0 1598 142 107 1349 1700 2854 444 1700 3283 15 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.00 0.01 0.00 0.03 0.03 0.02 0.27 0.28 0.01 0.21 0.22 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-13

Page 2730 of 3005 ends

2026 WP PM Mon Jul 1, 2024 11:55:30 Page 5-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Candleberrry & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.428
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 70 0 18 0 0 0 0 541 111 24 512 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 76 0 19 0 0 0 0 586 120 26 554 0
Added Vol: 0 0 5 0 0 0 0 87 0 4 78 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 76 0 24 0 0 0 0 673 120 30 632 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 76 0 24 0 0 0 0 673 120 30 632 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 76 0 24 0 0 0 0 673 120 30 632 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 76 0 24 0 0 0 0 673 120 30 632 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.98 0.94 1.00 1.00 1.00 Lanes: 0.76 0.00 0.24 0.00 0.00 0.00 0.00 1.70 0.30 1.00 2.00 0.00 Final Sat.: 1208 0 390 0 0 0 0 2814 484 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.00 0.00 0.24 0.25 0.02 0.19 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-14

Page 2731 of 3005 ends

2026 WP PM Mon Jul 1, 2024 11:55:30 Page 6-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Heather & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.431
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 30 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 52 0 46 0 0 0 0 499 60 65 484 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 56 0 50 0 0 0 0 540 65 70 524 0
Added Vol: 0 0 5 0 0 0 0 92 0 4 82 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 56 0 55 0 0 0 0 632 65 74 606 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 0 55 0 0 0 0 632 65 74 606 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 56 0 55 0 0 0 0 632 65 74 606 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 0 55 0 0 0 0 632 65 74 606 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.51 0.00 0.49 0.00 0.00 0.00 0.00 1.81 0.19 1.00 2.00 0.00 Final Sat.: 810 0 788 0 0 0 0 3000 298 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.00 0.07 0.00 0.00 0.00 0.00 0.21 0.22 0.04 0.18 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-15

Page 2732 of 3005 ends

HCM 6th TWSC 4665 Lampson Avenue (JN 14501)
6: Lampson Av. & Driveway 1 02/01/2023
2026 With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc. Page 1
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 709 636 23 0 14
Future Vol, veh/h 0 709 636 23 0 14
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 771 691 25 0 15
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 358
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - ---- 6.94
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - ---- 3.32
Pot Cap-1 Maneuver 0 - - - 0 638
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 638
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 10.8

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 638
HCM Lane V/C Ratio - - - 0.024
HCM Control Delay (s) - - - 10.8
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0.1

5.2-18 5.2-16

Page 2733 of 3005 ends

HCM 6th TWSC 4665 Lampson Avenue (JN 14501)
7: Lampson Av. & Driveway 2 02/01/2023
2026 With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc. Page 2
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 50 659 642 18 25 17
Future Vol, veh/h 50 659 642 18 25 17
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 150 - - - 0 -
Veh in Median Storage, # - 0 0 - 1 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 54 716 698 20 27 18
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 718 0 - 0 1174 359
Stage 1 - - - - 708 -
Stage 2 - - - - 466 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 879 - - - 185 638
Stage 1 - - - - 449 -
Stage 2 - - - - 598 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 879 - - - 174 638
Mov Cap-2 Maneuver - - - - 302 -
Stage 1 - - - - 422 -
Stage 2 - - - - 598 -
Approach EB WB SB
HCM Control Delay, s 0.7 0 15.6

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 879 - - - 384
HCM Lane V/C Ratio 0.062 - - - 0.119
HCM Control Delay (s) 9.4 - - - 15.6
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0.2 - - - 0.4

5.2-19 5.2-17

Page 2734 of 3005 ends

2026 WP PM Mon Jul 1, 2024 11:55:30 Page 7-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Rose & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.407
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 28 0 51 0 0 0 0 528 33 65 489 0
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 30 0 55 0 0 0 0 572 36 70 529 0
Added Vol: 0 0 5 0 0 0 0 74 0 4 96 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 30 0 60 0 0 0 0 646 36 74 625 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 60 0 0 0 0 646 36 74 625 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 30 0 60 0 0 0 0 646 36 74 625 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 0 60 0 0 0 0 646 36 74 625 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.33 0.00 0.67 0.00 0.00 0.00 0.00 1.90 0.10 1.00 2.00 0.00 Final Sat.: 535 0 1063 0 0 0 0 3130 168 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.06 0.00 0.00 0.00 0.00 0.21 0.21 0.04 0.18 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-18

Page 2735 of 3005 ends

2026 WP PM Mon Jul 1, 2024 11:55:30 Page 8-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Tulip & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.419
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 29 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 0 60 8 0 11 7 545 27 76 516 17
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 29 0 65 9 0 12 8 590 29 82 559 18
Added Vol: 0 0 5 2 0 0 0 79 0 4 100 2
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 29 0 70 11 0 12 8 669 29 86 659 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 0 70 11 0 12 8 669 29 86 659 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 29 0 70 11 0 12 8 669 29 86 659 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 0 70 11 0 12 8 669 29 86 659 20
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.00 1.00 0.47 0.00 0.53 1.00 1.92 0.08 1.00 1.94 0.06 Final Sat.: 1700 0 1598 755 0 843 1700 3164 134 1700 3202 96 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.04 0.01 0.00 0.01 0.00 0.21 0.22 0.05 0.21 0.21 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-19

Page 2736 of 3005 ends

2026 WP PM Mon Jul 1, 2024 11:55:30 Page 9-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Valley View & Lampson
******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.828
Loss Time (sec): 7 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 70 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 185 1554 134 145 1688 202 211 200 108 169 208 101 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 200 1682 145 157 1827 219 228 216 117 183 225 109 Added Vol: 50 22 5 3 17 36 38 15 38 5 24 6
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 250 1704 150 160 1844 255 266 231 155 188 249 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 250 1704 150 160 1844 255 266 231 155 188 249 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 250 1704 150 160 1844 255 266 231 155 188 249 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 250 1704 150 160 1844 255 266 231 155 188 249 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.94 1.00 0.98 0.94 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.20 0.80 1.00 1.37 0.63 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 2017 1281 1700 2287 1011 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.33 0.09 0.09 0.36 0.15 0.16 0.11 0.12 0.11 0.11 0.11 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.2-20

Page 2737 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 5.3: OPENING YEAR CUMULATIVE (2026) WITH PROJECT

CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS

Page 2738 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
This Page Intentionally Left Blank

Page 2739 of 3005 ends

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Opening Year Cumulative (2026) Conditions - Weekday AM Peak Hour Major Street Name = Lampson Av. Total of Both Approaches (VPH) = 1120 Number of Approach Lanes Major Street = 2
Minor Street Name = Driveway 2 High Volume Approach (VPH) = 62 Number of Approach Lanes Minor Street = 1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane1120 62 0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

5.3-1

Page 2740 of 3005 ends

California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Seal Beach/Los Alamitos CHK DATE
Major Street: Lampson Av. Critical Approach Speed (Major) 45 mph Minor Street: Driveway 2 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 14,416 vpd Minor Street Future ADT = 623 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 14,416 1 623 9,600 6,720 * 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 14,416 1 623 14,400 10,080 * 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
37% 73%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

XX
on Higher-Volume
2026 WP
CS
CS
02/01/23
02/01/23
(Based on Estimated Average Daily Traffic - See Note)
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic
Vehicles Per Day
on Major Street

RURAL (R)

URBAN RURAL
Major Street Minor Street
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches)
Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
(One Direction Only)
Satisfied Not Satisfied
XX
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on
Minor Street Approach
(One Direction Only)
Minimum Requirements
EADT
Vehicles Per Day
on Higher-Volume
Major Street
(Total of Both Approaches)
Minor Street Approach

5.3-2

Page 2741 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 5.4: OPENING YEAR CUMULATIVE (2026) WITH PROJECT

CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

WITH IMPROVEMENTS

Page 2742 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
This Page Intentionally Left Blank

Page 2743 of 3005 ends

2026 WP AM Mon Jul 1, 2024 12:33:10 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.712
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 52 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 1 0 1! 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1199 266 364 1244 0 0 0 0 340 0 572
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 0 1298 288 394 1347 0 0 0 0 368 0 619
Added Vol: 0 47 37 46 100 0 0 0 0 57 0 42
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1345 325 440 1447 0 0 0 0 425 0 661
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1345 325 440 1447 0 0 0 0 425 0 661
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1345 325 440 1447 0 0 0 0 425 0 661
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1345 325 440 1447 0 0 0 0 425 0 661
OvlAdjVol: 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.97 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 1.17 0.00 1.83 Final Sat.: 0 5100 1700 3400 5100 0 0 0 0 1978 0 3020
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.26 0.19 0.13 0.28 0.00 0.00 0.00 0.00 0.21 0.00 0.22 OvlAdjV/S: 0.00
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.4-1

Page 2744 of 3005 ends

2026 WP PM Mon Jul 1, 2024 12:33:20 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.781
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 63 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 1 0 1! 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1508 413 447 1202 0 0 0 0 322 0 447
Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08 Initial Bse: 0 1632 447 484 1301 0 0 0 0 349 0 484
Added Vol: 0 89 65 52 66 0 0 0 0 46 0 46
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1721 512 536 1367 0 0 0 0 395 0 530
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1721 512 536 1367 0 0 0 0 395 0 530
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1721 512 536 1367 0 0 0 0 395 0 530
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1721 512 536 1367 0 0 0 0 395 0 530
OvlAdjVol: 200
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.97 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 1.28 0.00 1.72 Final Sat.: 0 5100 1700 3400 5100 0 0 0 0 2148 0 2850
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.34 0.30 0.16 0.27 0.00 0.00 0.00 0.00 0.18 0.00 0.19 OvlAdjV/S: 0.12
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

5.4-2

Page 2745 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
APPENDIX 6.1: GENERAL PLAN BUILDOUT WITHOUT PROJECT

CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

Page 2746 of 3005 ends

4665 Lampson Avenue Traffic Analysis
14501-09 TA Report
This Page Intentionally Left Blank

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2045 NP AM Mon Jul 1, 2024 12:53:59 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.020
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1479 426 689 1591 0 0 0 0 470 0 727
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1479 426 689 1591 0 0 0 0 470 0 727
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1479 426 689 1591 0 0 0 0 470 0 727
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1479 426 689 1591 0 0 0 0 470 0 727
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1479 426 689 1591 0 0 0 0 470 0 727
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1479 426 689 1591 0 0 0 0 470 0 727
OvlAdjVol: 191
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.29 0.25 0.20 0.31 0.00 0.00 0.00 0.00 0.14 0.00 0.43 OvlAdjV/S: 0.11
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

6.1-1

Page 2748 of 3005 ends

2045 NP AM Mon Jul 1, 2024 12:53:59 Page 3-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Old Ranch Plaza & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.567
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 38 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 2 0 1 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 33 3 8 14 0 76 106 732 36 11 1032 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 3 8 14 0 76 106 732 36 11 1032 20
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 33 3 8 14 0 76 106 732 36 11 1032 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 3 8 14 0 76 106 732 36 11 1032 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 33 3 8 14 0 76 106 732 36 11 1032 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 3 8 14 0 76 106 732 36 11 1032 20
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 1.00 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 Lanes: 0.92 0.08 1.00 0.16 0.00 0.84 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 1465 133 1700 249 0 1349 1700 3400 1700 1700 3237 61 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.02 0.00 0.01 0.00 0.06 0.06 0.22 0.02 0.01 0.32 0.33 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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2045 NP AM Mon Jul 1, 2024 12:53:59 Page 4-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Basswood & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.532
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 35 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 233 1 3 1 0 8 21 550 90 10 878 7
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 1 3 1 0 8 21 550 90 10 878 7
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 233 1 3 1 0 8 21 550 90 10 878 7
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 1 3 1 0 8 21 550 90 10 878 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 233 1 3 1 0 8 21 550 90 10 878 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 1 3 1 0 8 21 550 90 10 878 7
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.25 0.75 0.11 0.00 0.89 1.00 1.72 0.28 1.00 1.98 0.02 Final Sat.: 1700 400 1199 178 0 1420 1700 2849 449 1700 3273 25 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.00 0.00 0.00 0.00 0.01 0.01 0.19 0.20 0.01 0.27 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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2045 NP AM Mon Jul 1, 2024 12:53:59 Page 5-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Candleberrry & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.452
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 31 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 195 0 39 0 0 0 0 467 88 23 700 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 0 39 0 0 0 0 467 88 23 700 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 195 0 39 0 0 0 0 467 88 23 700 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 0 39 0 0 0 0 467 88 23 700 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 195 0 39 0 0 0 0 467 88 23 700 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 0 39 0 0 0 0 467 88 23 700 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.98 0.94 1.00 1.00 1.00 Lanes: 0.83 0.00 0.17 0.00 0.00 0.00 0.00 1.68 0.32 1.00 2.00 0.00 Final Sat.: 1332 0 266 0 0 0 0 2791 507 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.00 0.15 0.00 0.00 0.00 0.00 0.17 0.17 0.01 0.21 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

6.1-4

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2045 NP AM Mon Jul 1, 2024 12:53:59 Page 6-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Heather & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.384
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 28 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 95 0 69 0 0 0 0 434 71 39 628 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 0 69 0 0 0 0 434 71 39 628 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 95 0 69 0 0 0 0 434 71 39 628 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 0 69 0 0 0 0 434 71 39 628 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 95 0 69 0 0 0 0 434 71 39 628 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 0 69 0 0 0 0 434 71 39 628 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.58 0.00 0.42 0.00 0.00 0.00 0.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 926 0 672 0 0 0 0 2849 449 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.00 0.10 0.00 0.00 0.00 0.00 0.15 0.16 0.02 0.18 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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2045 NP AM Mon Jul 1, 2024 12:53:59 Page 7-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Rose & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.348
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 42 0 58 0 0 0 0 465 27 34 631 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 0 58 0 0 0 0 465 27 34 631 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 42 0 58 0 0 0 0 465 27 34 631 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 0 58 0 0 0 0 465 27 34 631 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 42 0 58 0 0 0 0 465 27 34 631 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 0 58 0 0 0 0 465 27 34 631 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.97 0.94 1.00 1.00 1.00 Lanes: 0.42 0.00 0.58 0.00 0.00 0.00 0.00 1.89 0.11 1.00 2.00 0.00 Final Sat.: 671 0 927 0 0 0 0 3123 175 1700 3400 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.06 0.00 0.00 0.00 0.00 0.15 0.15 0.02 0.19 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

6.1-6

Page 2753 of 3005 ends

2045 NP AM Mon Jul 1, 2024 12:53:59 Page 8-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Tulip & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.353
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 27 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 44 1 89 13 1 16 6 505 13 41 603 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 1 89 13 1 16 6 505 13 41 603 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 44 1 89 13 1 16 6 505 13 41 603 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 1 89 13 1 16 6 505 13 41 603 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 44 1 89 13 1 16 6 505 13 41 603 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 1 89 13 1 16 6 505 13 41 603 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 0.94 0.94 0.94 0.94 0.94 1.00 0.97 0.94 1.00 0.97 0.94 Lanes: 1.00 0.01 0.99 0.43 0.03 0.54 1.00 1.95 0.05 1.00 1.97 0.03 Final Sat.: 1700 18 1580 692 53 852 1700 3218 80 1700 3246 52 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.06 0.01 0.02 0.02 0.00 0.16 0.16 0.02 0.19 0.19 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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2045 NP AM Mon Jul 1, 2024 12:53:59 Page 9-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Valley View & Lampson
******************************************************************************** Cycle (sec): 130 Critical Vol./Cap.(X): 0.859
Loss Time (sec): 7 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 81 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 180 1694 201 131 1844 218 234 296 189 311 373 267 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1694 201 131 1844 218 234 296 189 311 373 267 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 180 1694 201 131 1844 218 234 296 189 311 373 267 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 1694 201 131 1844 218 234 296 189 311 373 267 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 1694 201 131 1844 218 234 296 189 311 373 267 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 1694 201 131 1844 218 234 296 189 311 373 267 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.94 1.00 0.99 0.94 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.22 0.78 1.00 1.17 0.83 Final Sat.: 1700 5100 1700 1700 5100 1700 1700 2053 1245 1700 1965 1333 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.33 0.12 0.08 0.36 0.13 0.14 0.14 0.15 0.18 0.19 0.20 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

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2045 NP PM Mon Jul 1, 2024 12:54:21 Page 2-1
-------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Seal Beach & Lampson
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.005
Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 180 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Ovl Include Include Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1893 575 595 1504 0 0 0 0 488 0 610
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1893 575 595 1504 0 0 0 0 488 0 610
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1893 575 595 1504 0 0 0 0 488 0 610
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1893 575 595 1504 0 0 0 0 488 0 610
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1893 575 595 1504 0 0 0 0 488 0 610
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1893 575 595 1504 0 0 0 0 488 0 610
OvlAdjVol: 331
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.37 0.34 0.17 0.29 0.00 0.00 0.00 0.00 0.14 0.00 0.36 OvlAdjV/S: 0.19
Crit Moves: **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE

6.1-9

Page 2756 of 3005 ends

Los Alamitos City CouncilNovember 18, 2024

Los Alamitos City Council
November 18, 2024