Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton
DIME Sample ID: 2022-09-05-8
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: 09/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2022
The quantity of what the sample constitutes: 520 grams
A brief description of the sample: fine
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California LLC. c/o
Source Identification (SMARA, name of Pit or Job Site): SMARA 91 15 0041
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: silo
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: fine
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2022-09-05-8-1
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 09/29/2022
Date Tested: 09/05/2022
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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What type of gradation is being tested?
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Fine Aggregate
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Cumulative percent passing the 3/8 in. sieve
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100 %
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Cumulative percent passing the #4 sieve
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100 %
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Cumulative percent passing the #8 sieve
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89 %
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Cumulative percent passing the #16 sieve
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65 %
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Cumulative percent passing the #30 sieve
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43 %
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Cumulative percent passing the #50 sieve
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21 %
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Cumulative percent passing the #100 sieve
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9 %
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Cumulative percent passing the #200 sieve
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5 %
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