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Sample Record for 2025-07-13-6

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

Project Information

Project ID: 1000913 DEA: 061G7804 EFIS: 0624000164 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-54.2/62.5
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA (TYPE A) AND RHMA (OGFC).
Location Description: KERN COUNTY FROM 2.0 MILES NORTH OF ROUTE 5/58 SEPARATION TO 4.5 MILES NORTH OF ROWLEE ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Alejandro "Alex" Ruezga Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-13-6
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: 07/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2025
The quantity of what the sample constitutes: L1SL1- 750 tonnes
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): 91150114
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: 2025-07-13-6-1
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: 07/14/2025
Date Tested: 07/14/2025
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 81

Test 2 of 3

DIME Test ID: 2025-07-13-6-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road, Suite 100,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: 661-549-8281
This test has been superseded on 07/16/2025. The corrected test ID is: 2025-07-13-6-3
Reason: retested

Test 3 of 3

DIME Test ID: 2025-07-13-6-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/16/2025
Date Tested: 07/16/2025
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: #200 out of allowable T-308 and T-30
The test was superseded from test ID: 2025-07-13-6-2
Test Result Compliance: does not comply
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
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 85 %
Cumulative percent passing the 3/8 in. sieve 78 %
Cumulative percent passing the #4 sieve 59 %
Cumulative percent passing the #8 sieve 47 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 26 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 6.8 %