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Sample Record for 2022-06-07-16

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Project Information

Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R0.0/R9.7
Work Description: PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 15335 FAIRFIELD RANCH ROAD, CHINO HILLS, CA 91709
Resident Engineer: Ridwan Salman Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2022-06-07-16
TL Number from the TL Form:
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: 06/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2022
The quantity of what the sample constitutes: 5 Bags of bin Agg, 1 Bag of RAP
A brief description of the sample: 3/4" HMA-A-SP R15 0.5% LAS
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sheldon/Boulevard/Big Rock Creek

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0017/91-19-0019/91-19-0021
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number: 220831 SVA LTR
A detailed description of where the material sample was collected: Conveyor Belt
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:

Test Results

Test 1 of 2

DIME Test ID: 2022-06-07-16-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/10/2022
Date Tested: 06/08/2022
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:
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 98 %
Cumulative percent passing the 1/2 in. sieve 84 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 49 %
Cumulative percent passing the #8 sieve 33 %
Cumulative percent passing the #16 sieve 23 %
Cumulative percent passing the #30 sieve 16 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 3.2 %

Test 2 of 2

DIME Test ID: 2022-06-07-16-2
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: 06/10/2022
Date Tested: 06/08/2022
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:
Additional Comments When Verified:
Sand Equivalent 69