Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994843 DEA: 061E5904 EFIS: 0622000065
QA Service Level: 1
DIST-CO-RTE-PM: 06---
Work Description:
Location Description:
Contractor Name: AMERICAN PAVEMENT SYSTEMS , Inc.
Contractor Address: 1012 11th Street, Modesto, CA 95354
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2024-05-06-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 05/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2024
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: 3/8" Chips
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
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: HMA Plant Cold Feed
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number:
DIME Test ID: 2024-05-06-20-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/08/2024
Date Tested: 05/07/2024
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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What type of gradation is being tested?
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Combined Gradation
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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
|
100 %
|
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Cumulative percent passing the 3/8 in. sieve
|
76 %
|
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Cumulative percent passing the #4 sieve
|
10 %
|
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Cumulative percent passing the #8 sieve
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3 %
|
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Cumulative percent passing the #16 sieve
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2 %
|
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Cumulative percent passing the #30 sieve
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2 %
|
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Cumulative percent passing the #50 sieve
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2 %
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Cumulative percent passing the #100 sieve
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1 %
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Cumulative percent passing the #200 sieve
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1.1 %
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