Sample Record for 2026-06-04-105
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-06-04-105
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 06/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2026
The quantity of what the sample constitutes: 5 bags
A brief description of the sample: JMF
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Carrol Canyon
Material Information
Source Identification (SMARA, name of Pit or Job Site): See Mix
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 220991
Test Results
Test
DIME Test ID: 2026-06-04-105-4
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Test
DIME Test ID: 2026-06-04-105-12
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
0.5 in. x No. 4 - Coarse Aggregate
|
|
Total mass of sample tested
|
5985 grams
|
|
Cumulative percent passing the 3/4 in. sieve
|
84 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
5 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
1 %
|
|
Cumulative percent passing the #4 sieve
|
no data0 %
|
|
Cumulative percent passing the #8 sieve
|
no data0 %
|
Test
DIME Test ID: 2026-06-04-105-13
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
0.5 in. x No. 4 - Coarse Aggregate
|
|
Total mass of sample tested
|
3183 grams
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
65 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
16 %
|
|
Cumulative percent passing the #4 sieve
|
1 %
|
|
Cumulative percent passing the #8 sieve
|
1 %
|
Test
DIME Test ID: 2026-06-04-105-14
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 3/8"
N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
88 %
|
|
Cumulative percent passing the #4 sieve
|
16 %
|
|
Cumulative percent passing the #8 sieve
|
1 %
|
|
Cumulative percent passing the #16 sieve
|
no data0 %
|
|
Cumulative percent passing the #30 sieve
|
no data0 %
|
|
Cumulative percent passing the #50 sieve
|
no data0 %
|
|
Cumulative percent passing the #100 sieve
|
no data0 %
|
|
Cumulative percent passing the #200 sieve
|
0.3 %
|
Test
DIME Test ID: 2026-06-04-105-15
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Fines
N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Fine Aggregate
|
|
Total mass of sample tested
|
498 grams
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
99 %
|
|
Cumulative percent passing the #8 sieve
|
78 %
|
|
Cumulative percent passing the #16 sieve
|
46 %
|
|
Cumulative percent passing the #30 sieve
|
27 %
|
|
Cumulative percent passing the #50 sieve
|
16 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
4.2 %
|
Test
DIME Test ID: 2026-06-04-105-9
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 07/08/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
0 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
Test
DIME Test ID: 2026-06-04-105-10
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 07/08/2026.
Reason: corrected
Test
DIME Test ID: 2026-06-04-105-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP
Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7400.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1555.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8328.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.479
|
|
Theoretical maximum density at 25°C (77°F)
|
154.3 lb/ft^3
|
Test
DIME Test ID: 2026-06-04-105-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk specific gravity
|
2.590
|
|
Bulk specific gravity (SSD Basis)
|
2.629
|
|
Apparent specific gravity
|
2.695
|
|
Absorption
|
1.5 %
|
Test
DIME Test ID: 2026-06-04-105-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.59
|
|
Average uncompacted voids
|
45.4 %
|
Test
DIME Test ID: 2026-06-04-105-8
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.705
|
|
Absorption
|
0.7 %
|
Test
DIME Test ID: 2026-06-04-105-5
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Grading designation
|
B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4318 grams
|
|
Percent loss after 100 revolutions
|
2 %
|
|
Percent loss after 500 revolutions
|
14 %
|
Test
DIME Test ID: 2026-06-04-105-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Mineral Filler
N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Fine Aggregate
|
|
Total mass of sample tested
|
100 grams
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
100 %
|
|
Cumulative percent passing the #8 sieve
|
100 %
|
|
Cumulative percent passing the #16 sieve
|
100 %
|
|
Cumulative percent passing the #30 sieve
|
100 %
|
|
Cumulative percent passing the #50 sieve
|
100 %
|
|
Cumulative percent passing the #100 sieve
|
99 %
|
|
Cumulative percent passing the #200 sieve
|
94.7 %
|
Test
DIME Test ID: 2026-06-04-105-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP
N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
83 %
|
|
Cumulative percent passing the #8 sieve
|
65 %
|
|
Cumulative percent passing the #16 sieve
|
51 %
|
|
Cumulative percent passing the #30 sieve
|
38 %
|
|
Cumulative percent passing the #50 sieve
|
19 %
|
|
Cumulative percent passing the #100 sieve
|
17 %
|
|
Cumulative percent passing the #200 sieve
|
11 %
|
Test
DIME Test ID: 2026-06-04-105-18
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/08/2026
Date Tested: 07/09/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: N/A
1/2"
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
65 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
16 %
|
|
Cumulative percent passing the #4 sieve
|
1 %
|
|
Cumulative percent passing the #8 sieve
|
no data0 %
|
|
Cumulative percent passing the #16 sieve
|
no data0 %
|
|
Cumulative percent passing the #30 sieve
|
no data0 %
|
|
Cumulative percent passing the #50 sieve
|
no data0 %
|
|
Cumulative percent passing the #100 sieve
|
no data0 %
|
|
Cumulative percent passing the #200 sieve
|
no data0 %
|
Test
DIME Test ID: 2026-06-04-105-19
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/08/2026
Date Tested: 07/09/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: N/A
3/4"
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
84 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
5 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
1 %
|
|
Cumulative percent passing the #4 sieve
|
no data0 %
|
|
Cumulative percent passing the #8 sieve
|
no data0 %
|
|
Cumulative percent passing the #16 sieve
|
no data0 %
|
|
Cumulative percent passing the #30 sieve
|
no data0 %
|
|
Cumulative percent passing the #50 sieve
|
no data0 %
|
|
Cumulative percent passing the #100 sieve
|
no data0 %
|
|
Cumulative percent passing the #200 sieve
|
0.1 %
|
Test
DIME Test ID: 2026-06-04-105-16
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/08/2026
Date Tested: 07/09/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP - N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-1.1 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-4.9 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-5.6 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-2.7 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-3 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-1.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.4 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
81 %
|
|
Cumulative percent passing the #8 sieve
|
61 %
|
|
Cumulative percent passing the #16 sieve
|
45 %
|
|
Cumulative percent passing the #30 sieve
|
36 %
|
|
Cumulative percent passing the #50 sieve
|
23 %
|
|
Cumulative percent passing the #100 sieve
|
16 %
|
|
Cumulative percent passing the #200 sieve
|
10.6 %
|
Test
DIME Test ID: 2026-06-04-105-17
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/08/2026
Date Tested: 07/09/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
no data0 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
no data0 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
no data0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test
DIME Test ID: 2026-06-04-105-20
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 07/23/2026. The corrected test ID is: 2026-06-04-105-21
Reason: retested
Test
DIME Test ID: 2026-06-04-105-21
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
Data has not been verified.
