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Sample Record for 2026-07-14-14

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Project Information

Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-223-1.8/10.4
Work Description: FULL DEPTH RECYCLE AND V-DITCHES.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION
Contractor Name: Granite Construction Co. (Miguel Duran)
Contractor Address: 3005 JAMES ROAD, BAKERSFIELD CA 93308
Resident Engineer: Samuel Garcia Structure Rep.: None None

Sample Information

DIME Sample ID: 2026-07-14-14
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: 07/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2026
The quantity of what the sample constitutes: L1SL14
A brief description of the sample: 3/4" HMA- A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari

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: 19
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-07-14-14-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/14/2026
Date Tested: 07/14/2026
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:
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) 0.1 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.9 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -1.6 %
Aggregate correction factor for the #4 sieve (% passing) -2.3 %
Aggregate correction factor for the #8 sieve (% passing) -2.8 %
Aggregate correction factor for the #16 sieve (% passing) -1.5 %
Aggregate correction factor for the #30 sieve (% passing) 0.5 %
Aggregate correction factor for the #50 sieve (% passing) 0.1 %
Aggregate correction factor for the #100 sieve (% passing) 0.2 %
Aggregate correction factor for the #200 sieve (% passing) -0.1 %
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 87 %
Cumulative percent passing the 3/8 in. sieve 78 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 32 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 6.3 %