Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 8127 DEA: 080N5904 EFIS: 0800000533
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R85.2
Work Description: CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 50085, Watsonville, CA 95077
Resident Engineer: Khoa Nguyen Structure Rep.: Ching Chuang
DIME Sample ID: 2013-10-15-2527
TL Number from the TL Form:
Sample Submitted By Organization: SCST, LLC
Sample Organization Contact: (619) 280-4321
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 10/15/2013
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2013
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/8 at 150 Yards
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi-Grade Oro Grande
Source Identification (SMARA, name of Pit or Job Site): 3/8-inch at 150 Yards
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: Hi-Grade Oro Grande
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size:
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2013-10-15-2527-7
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 10/21/2013
Date Tested: 10/18/2013
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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0.375 in x No. 8 - Coarse Aggregate
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Cumulative percent passing the 1/2 in. sieve
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100 %
|
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Cumulative percent passing the 3/8 in. sieve
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92 %
|
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Cumulative percent passing the #4 sieve
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19 %
|
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Cumulative percent passing the #8 sieve
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4 %
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DIME Test ID: 2013-10-15-2527-8
Test Method: ASTM C117-04: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 10/21/2013
Date Tested: 10/18/2013
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Percent finer than No. 200 sieve
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0.6 %
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DIME Test ID: 2013-10-15-2527-9
Test Method: ASTM C566-04: Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 10/21/2013
Date Tested: 10/18/2013
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Total evaporable moisture content
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2.9 %
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