Sample Record for 2026-04-14-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995236 DEA: 060U2904 EFIS: 0616000001
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-1.1/8.3
Work Description: COLD PLANE & OVERLAY WITH HMA/RHMA, CONSTRUCT SIDEWALKS & CURB RAMPS.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM WHARTON AVENUE TO EDISON HIGHWAY
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, ca 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Vicente Sanchez
Sample Information
DIME Sample ID: 2026-04-14-10
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: 04/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2026
The quantity of what the sample constitutes: L2Sl3
A brief description of the sample: 1/2" aggregate and RAP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec
Material Information
Source Identification (SMARA, name of Pit or Job Site): SMARA 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: 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: 3
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-04-14-10-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/15/2026
Date Tested: 04/15/2026
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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no data0 %
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Aggregate correction factor for the 1/2 in. sieve (% passing)
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-0.6 %
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Aggregate correction factor for the 3/8 in. sieve (% passing)
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0.5 %
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Aggregate correction factor for the #4 sieve (% passing)
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-0.2 %
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Aggregate correction factor for the #8 sieve (% passing)
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0.1 %
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Aggregate correction factor for the #16 sieve (% passing)
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0.5 %
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Aggregate correction factor for the #30 sieve (% passing)
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0.3 %
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Aggregate correction factor for the #50 sieve (% passing)
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0.2 %
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Aggregate correction factor for the #100 sieve (% passing)
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0.7 %
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Aggregate correction factor for the #200 sieve (% passing)
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0.4 %
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