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Sample Record for 2025-08-26-8

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Project Information

Project ID: 1001475 DEA: 061G4704 EFIS: 0623000232 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-19.8/20.2
Work Description: Remove and replace 0.25' thick of existing AC pavement and replace with 0.25' thick of HMA (Type A). Pavement delineation and traffic control will also be part of this contract.
Location Description: Kern county on both EB and WB land and left turn pocket along SR 119 from PM 19.8 and PM 20.2.
Contractor Name: Nagle Earthworks (Beverly Westervelt)
Contractor Address: 831 Espee Street, Bakersfield, CA 93301
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-26-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2025
The quantity of what the sample constitutes: L1SL1
A brief description of the sample: 3/4" HMA Type A with 25% Rap
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-15-0114
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: HMA Plant Cold Feed
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: 1
Sublot number: 1
Aggregate Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-08-26-8-1
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: 08/26/2025
Date Tested: 08/26/2025
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Which test procedure is being used Method A
Percent of sample passing the #200 sieve (by mass) 6.1 %

Test 2 of 3

DIME Test ID: 2025-08-26-8-2
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: 08/26/2025
Date Tested: 08/26/2025
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 78

Test 3 of 3

DIME Test ID: 2025-08-26-8-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/26/2025
Date Tested: 08/26/2025
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA 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 99 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 72 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 43 %
Cumulative percent passing the #16 sieve 34 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 5.4 %