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Sample Record for 2023-05-17-121

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Project Information

Project ID: 214451 DEA: 07303704 EFIS: 0714000035 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-8.0/27.3
Work Description: REPLACE CONCRETE BARRIERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Kevin Bui Structure Rep.: Kwangsuk Suh

Sample Information

DIME Sample ID: 2023-05-17-121
TL Number from the TL Form: C-924515
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 05/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2023
The quantity of what the sample constitutes: 120
A brief description of the sample: HMA Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: 9257
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Irwindale

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-33-0005
The fabricator's/manufacturer's product name for the sample: 3/4 HMA A
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Conveyor Belt at Plant
Where the material sample would have been placed if not sampled: HMA MAT
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 105793
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2023-05-17-121-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/10/2023
Date Tested: 05/17/2023
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 96 %
Cumulative percent passing the 1/2 in. sieve 84 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 48 %
Cumulative percent passing the #8 sieve 30 %
Cumulative percent passing the #16 sieve 20 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.8 %

Test 2 of 3

DIME Test ID: 2023-05-17-121-2
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: 08/10/2023
Date Tested: 05/17/2023
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 74

Test 3 of 3

DIME Test ID: 2023-05-17-121-3
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 08/10/2023
Date Tested: 05/17/2023
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Which test procedure is being used Method A
Percent of sample passing the #200 sieve (by mass) 7.7 %