Sample Record for 2026-05-01-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001572 DEA: 060W9204 EFIS: 0618000063
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-4.1/10.7
Work Description: RDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SYSTEM, AND AGGREGATE SUBBASE.
Location Description: KERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING
Contractor Name: C.A. RASMUSSEN INC
Contractor Address: 28548 Livingston Ave., Valencia, CA 91355
Resident Engineer: Kristopher Raber Structure Rep.: Albert Heredia
Sample Information
DIME Sample ID: 2026-05-01-16
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: 05/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/01/2026
The quantity of what the sample constitutes: L1SL1- PSE sample per CTM 125
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: Griffith Edmonston
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-15-0068
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: Windrow in the field.
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: 2
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-05-01-16-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/04/2026
Date Tested: 05/04/2026
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:
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Is an aggregate correction factor used?
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Yes
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Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 1 1/2 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 1 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 3/4 in. sieve (% passing)
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-0.4 %
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Aggregate correction factor for the 1/2 in. sieve (% passing)
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0.1 %
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Aggregate correction factor for the 3/8 in. sieve (% passing)
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-0.8 %
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Aggregate correction factor for the #4 sieve (% passing)
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0.7 %
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Aggregate correction factor for the #8 sieve (% passing)
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-1 %
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Aggregate correction factor for the #16 sieve (% passing)
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-0.9 %
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Aggregate correction factor for the #30 sieve (% passing)
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-0.1 %
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Aggregate correction factor for the #50 sieve (% passing)
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-0.4 %
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Aggregate correction factor for the #100 sieve (% passing)
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0.4 %
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Aggregate correction factor for the #200 sieve (% passing)
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0.6 %
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