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Sample Record for 2025-06-25-26

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

Project Information

Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-10.2/16.0
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED).
Location Description: KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION
Contractor Name: Security Paving Company, Inc. (TJ Mattivi)
Contractor Address: Unknown
Resident Engineer: Robert Decker Structure Rep.: Albert Heredia

Sample Information

DIME Sample ID: 2025-06-25-26
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: 06/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2025
The quantity of what the sample constitutes: L1SL49
A brief description of the sample: 3/4 HMA Type 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: 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: 49
Aggregate Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-06-25-26-1
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: 06/26/2025
Date Tested: 06/26/2025
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) 7.4 %

Test 2 of 3

DIME Test ID: 2025-06-25-26-2
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: 06/26/2025
Date Tested: 06/26/2025
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 79

Test 3 of 3

DIME Test ID: 2025-06-25-26-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/26/2025
Date Tested: 06/26/2025
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 no data
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 58 %
Cumulative percent passing the #8 sieve 45 %
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 9 %
Cumulative percent passing the #200 sieve 5.9 %