Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001123 DEA: 051H4704 EFIS: 0516000078
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-9-9-13.6,15.5
Work Description: REPLACE BRIDGES AND INSTALL MGS.
Location Description: SANTA CRUZ COUNTY NEAR BOULDER CREEK AT SAN LORENZO RIVER BRIDGE AND AT KINGS CREEK BRIDGE
Contractor Name: GORDON N. BALL, INC.
Contractor Address: Unknown
Resident Engineer: Gareth Gill Structure Rep.: Jarred Burrows
DIME Sample ID: 2026-06-22-39
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: 06/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2026
The quantity of what the sample constitutes: 42
A brief description of the sample: 1/2in Coarse Aggregate
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kie-Con Antioch
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:
DIME Test ID: 2026-06-22-39-1
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 09/21/2026
Date Tested: 06/22/2026
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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81.9 %
|
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Cumulative percent passing the 3/8 in. sieve
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38 %
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Cumulative percent passing the #4 sieve
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0.5 %
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Cumulative percent passing the #8 sieve
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0.2 %
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DIME Test ID: 2026-06-22-39-2
Test Method: ASTM D2419-14: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Verified Date: 09/21/2026
Date Tested: 06/22/2026
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:
DIME Test ID: 2026-06-22-39-3
Test Method: ASTM C117-17: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 09/21/2026
Date Tested: 06/22/2026
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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Percent finer than No. 200 sieve
|
0.3 %
|
DIME Test ID: 2026-06-22-39-4
Test Method: ASTM C566-19: Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 09/21/2026
Date Tested: 06/22/2026
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:
|
Total evaporable moisture content
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0.5 %
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