Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994936 DEA: 051P1604 EFIS: 0521000179
QA Service Level: 1
DIST-CO-RTE-PM: 05---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-19-62
TL Number from the TL Form: 417
Sample Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Sample Organization Contact: 1 (209) 610-9363
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 06/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2023
The quantity of what the sample constitutes: 216 tons
A brief description of the sample: 1/2 aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: sierra pacific
Source Identification (SMARA, name of Pit or Job Site): 91-10-0006
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: Plant
Where the material sample would have been placed if not sampled: Roadway
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number: 1
Sublot number: 2
Aggregate Mix Number:
DIME Test ID: 2023-06-19-62-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/13/2024
Date Tested: 06/19/2023
Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Organization Address: CA,
Organization City: ,
Organization State: CA
Organization Zipcode: 93422
Organization Email: isaac.larey.chezem@dot.ca.gov
Organization Phone: (805) 234-6493
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
|
96 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
79 %
|
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Cumulative percent passing the #4 sieve
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30 %
|
|
Cumulative percent passing the #8 sieve
|
17 %
|
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Cumulative percent passing the #16 sieve
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11 %
|
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Cumulative percent passing the #30 sieve
|
7 %
|
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Cumulative percent passing the #50 sieve
|
5 %
|
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Cumulative percent passing the #100 sieve
|
3 %
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Cumulative percent passing the #200 sieve
|
2.2 %
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