Sample Record for 2020-05-15-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212324 DEA: 033F5104 EFIS: 0313000020
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-R18.1/R20.1
Work Description: Construct bridge, realign curve & widen shoulders.
Location Description: Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
Contractor Name: Flatiron West, Inc.
Contractor Address: 2100 Goodyear Road, Benicia, CA 94510
Resident Engineer: Aaron Chamberlin Structure Rep.: Brent Bullard
Sample Information
DIME Sample ID: 2020-05-15-6
TL Number from the TL Form:
Sample Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Sample Organization Contact: (559) 292-2188
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 05/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/16/2020
The quantity of what the sample constitutes: one bag
A brief description of the sample: 1 bag
From where was the sample collected: Manufacturer
Laboratory sample identification: 20-141 051520 Sand
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: A and A Concrete Supply
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-58-0006::HALLWOOD PLANT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Stockpile @ Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: fine
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2020-05-15-6-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/20/2020
Date Tested: 05/18/2020
Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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Fine Aggregate
|
|
Cumulative percent passing the 3/8 in. sieve
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100 %
|
|
Cumulative percent passing the #4 sieve
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96 %
|
|
Cumulative percent passing the #8 sieve
|
82 %
|
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Cumulative percent passing the #16 sieve
|
66 %
|
|
Cumulative percent passing the #30 sieve
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46 %
|
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Cumulative percent passing the #50 sieve
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16 %
|
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Cumulative percent passing the #100 sieve
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5 %
|
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Cumulative percent passing the #200 sieve
|
2 %
|
Test 2 of 2
DIME Test ID: 2020-05-15-6-2
Test Method: ASTM D2419-09: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Verified Date: 05/20/2020
Date Tested: 05/18/2020
Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
