Sample Record for 2026-05-21-63
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000970 DEA: 031J6304 EFIS: 0321000023
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-6.04/7.06
Work Description: WILLOW SLOUGH REPLACEMENT
Location Description: SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD
Contractor Name: GRANITE CONSTRUCTION
Contractor Address: 4001 BRADSHAW ROAD, SACRAMENTO, CA 95827
Resident Engineer: Chris McDermott Structure Rep.: Nhut (Jim) Ngo
Sample Information
DIME Sample ID: 2026-05-21-63
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Shafter
Sample Organization Contact: (661) 630-7162
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 05/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2026
The quantity of what the sample constitutes: 1 Bucket of 1/2", 1 Bucket of 3/8", 1 Bucket of Sand
A brief description of the sample: 1 Bucket of 1/2", 1 Bucket of 3/8", 1 Bucket of Sand
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC - Shafter
Material Information
Source Identification (SMARA, name of Pit or Job Site): Con-Fab California, LLC - Shafter
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: Stockpile @ Plant
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:
Sublot number:
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-05-21-63-1
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 06/12/2026
Date Tested: 05/21/2026
Submitted By Organization: Con-Fab California Corporation - Shafter
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
|
|
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
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100 %
|
|
Cumulative percent passing the 1/2 in. sieve
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93.5 %
|
|
Cumulative percent passing the 3/8 in. sieve
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73.3 %
|
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Cumulative percent passing the #4 sieve
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50 %
|
|
Cumulative percent passing the #8 sieve
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39.3 %
|
|
Cumulative percent passing the #16 sieve
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28.7 %
|
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Cumulative percent passing the #30 sieve
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16.7 %
|
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Cumulative percent passing the #50 sieve
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6.5 %
|
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Cumulative percent passing the #100 sieve
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1.9 %
|
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Cumulative percent passing the #200 sieve
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0.4 %
|
Test
DIME Test ID: 2026-05-21-63-2
Test Method: ASTM D2419-14: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Submitted By Organization: Con-Fab California Corporation - Shafter
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-7162
This test has been superseded on 06/12/2026. The corrected test ID is: 2026-05-21-63-5
Reason: corrected
Test
DIME Test ID: 2026-05-21-63-3
Test Method: ASTM C117-17: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Submitted By Organization: Con-Fab California Corporation - Shafter
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-7162
This test has been superseded on 06/12/2026. The corrected test ID is: 2026-05-21-63-6
Reason: retested
Test
DIME Test ID: 2026-05-21-63-4
Test Method: ASTM C566-19: Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 06/12/2026
Date Tested: 05/21/2026
Submitted By Organization: Con-Fab California Corporation - Shafter
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test: Sand 6.0%, 3/8" rock 4.4%, 1/2" rock 2.8%
Test Result Compliance:
Additional Comments When Verified:
|
Total evaporable moisture content
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6 %
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Test
DIME Test ID: 2026-05-21-63-5
Test Method: ASTM D2419-14: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Verified Date: 06/12/2026
Date Tested: 05/21/2026
Submitted By Organization: Con-Fab California Corporation - Shafter
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test:
The test was superseded from test ID: 2026-05-21-63-2
Test Result Compliance:
Additional Comments When Verified:
Test
DIME Test ID: 2026-05-21-63-6
Test Method: ASTM C117-17: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 06/12/2026
Date Tested: 05/21/2026
Submitted By Organization: Con-Fab California Corporation - Shafter
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: benjamina@confabca.com
Organization Phone: (661) 630-3283
General Comments for this Test: Sand 1.4%, 3/8" rock 1.1%, 1/2" rock 1.0%
The test was superseded from test ID: 2026-05-21-63-3
Test Result Compliance:
Additional Comments When Verified:
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Percent finer than No. 200 sieve
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1.4 %
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