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Sample Record for 2025-09-02-65

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000901 DEA: 061G8004 EFIS: 0624000167 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-R29.4/33.1
Work Description: COLD PLANE AC PAVEMENT, REMOVE CONCRETE PAVEMENT, AND HMA.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 MILE NORTH OF LERDO CANAL BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-02-65
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: 09/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2025
The quantity of what the sample constitutes: L2SL6
A brief description of the sample: 1/2" RHMA- Type O
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-15-0068::GRIFFITH COMPANY
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: 1/2 inch
The concrete mix design number:
Lot number: 2
Sublot number: 6
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-09-02-65-1
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: 09/03/2025
Date Tested: 09/03/2025
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) 3.1 %

Test 2 of 2

DIME Test ID: 2025-09-02-65-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/03/2025
Date Tested: 09/03/2025
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:
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) -0.5 %
Aggregate correction factor for the #4 sieve (% passing) 0.6 %
Aggregate correction factor for the #8 sieve (% passing) -0.3 %
Aggregate correction factor for the #16 sieve (% passing) -0.4 %
Aggregate correction factor for the #30 sieve (% passing) -0.5 %
Aggregate correction factor for the #50 sieve (% passing) -0.4 %
Aggregate correction factor for the #100 sieve (% passing) 0.3 %
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 100 %
Cumulative percent passing the 1/2 in. sieve 97 %
Cumulative percent passing the 3/8 in. sieve 82 %
Cumulative percent passing the #4 sieve 39 %
Cumulative percent passing the #8 sieve 16 %
Cumulative percent passing the #16 sieve 8 %
Cumulative percent passing the #30 sieve 8 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.4 %