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Sample Record for 2024-10-28-25

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Project Information

Project ID: 7612 DEA: 060N8504 EFIS: 0600020699 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-23.5
Work Description: REPAIR BRIDGE.
Location Description: TULARE COUNTY IN TULARE AT AVENUE 184 OVERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 Kaiser Ave., Irvine, CA 92614
Resident Engineer: Blas Martinez Structure Rep.: Eduardo Reyes

Sample Information

DIME Sample ID: 2024-10-28-25
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California, LLC
Sample Organization Contact: (661) 630-7162
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 10/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/30/2024
The quantity of what the sample constitutes: 1 Bucket of 1/2", 1 Bucket of 3/8", One 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: Manufacturer
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 1 of 4

DIME Test ID: 2024-10-28-25-1
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 11/04/2024
Date Tested: 10/30/2024
Submitted By Organization: Con-Fab California, LLC
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? 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 100 %
Cumulative percent passing the 1/2 in. sieve 94.7 %
Cumulative percent passing the 3/8 in. sieve 74.2 %
Cumulative percent passing the #4 sieve 52.1 %
Cumulative percent passing the #8 sieve 44.8 %
Cumulative percent passing the #16 sieve 34.9 %
Cumulative percent passing the #30 sieve 22.7 %
Cumulative percent passing the #50 sieve 9.5 %
Cumulative percent passing the #100 sieve 4.3 %
Cumulative percent passing the #200 sieve 0.5 %

Test 2 of 4

DIME Test ID: 2024-10-28-25-2
Test Method: ASTM D2419-14: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Verified Date: 11/04/2024
Date Tested: 10/30/2024
Submitted By Organization: Con-Fab California, LLC
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:
Sand Equivalent 90

Test 3 of 4

DIME Test ID: 2024-10-28-25-3
Test Method: ASTM C117-17: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 11/04/2024
Date Tested: 10/30/2024
Submitted By Organization: Con-Fab California, LLC
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 0.9%, 3/8" Rock 0.9%, 1/2" Rock 0.5%
Test Result Compliance:
Additional Comments When Verified:
Percent finer than No. 200 sieve 0.9 %

Test 4 of 4

DIME Test ID: 2024-10-28-25-4
Test Method: ASTM C566-19: Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 11/04/2024
Date Tested: 10/30/2024
Submitted By Organization: Con-Fab California, LLC
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 2.3%,1/2" Rock 1.9%
Test Result Compliance:
Additional Comments When Verified:
Total evaporable moisture content 6 %