Sample Record for 2024-06-24-141
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212470 DEA: 044A1304 EFIS: 0400001106 COOP: 042718
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-18.5/18.5
Work Description: CONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY
Location Description: IN SONOMA COUNTY.
Contractor Name: Ghilotti Construction Company, Inc. (Chase McPhaul)
Contractor Address: 246 Ghilotti Avenue, Santa Rosa, CA 95407
Resident Engineer: Seyed "Syd" Valeh Structure Rep.: Anthony "Tony" Tierra; Sardar Chalabe
Sample Information
DIME Sample ID: 2024-06-24-141
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Incorporated - Antioch
Sample Organization Contact: (925) 331-7122
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 06/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2024
The quantity of what the sample constitutes: 81CY
A brief description of the sample: QC Sampling Data
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kie-Con
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-07-0003
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
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 1
DIME Test ID: 2024-06-24-141-1
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 09/27/2024
Date Tested: 06/24/2024
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
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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0.5 in. x No. 4 - Coarse Aggregate
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Cumulative percent passing the 3/4 in. sieve
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100 %
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Cumulative percent passing the 1/2 in. sieve
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85.3 %
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Cumulative percent passing the 3/8 in. sieve
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46.7 %
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Cumulative percent passing the #4 sieve
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2.7 %
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Cumulative percent passing the #8 sieve
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0.7 %
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