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Sample Record for 2014-07-11-389

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Project Information

Project ID: 7780 DEA: 112T1824 EFIS: 1100020051 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-4.7/5.6
Work Description: REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR).
Location Description: SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real #200, Carlsbad, CA 92008
Resident Engineer: Tom Davis Structure Rep.: Anh Ma

Sample Information

DIME Sample ID: 2014-07-11-389
TL Number from the TL Form:
Sample Submitted By Organization: Vulcan Materials Company - San Diego
Sample Organization Contact: (619) 572-9564
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 07/11/2014
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2014
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: Portland Cement Concrete Aggregates
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Mission Valley

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-37-0035::CHULA VISTA
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: Conveyer Belt
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:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2014-07-11-389-1
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 07/18/2014
Date Tested: 07/11/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? 1 in. x No. 4 - Coarse Aggregate
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 98 %
Cumulative percent passing the 3/4 in. sieve 83 %
Cumulative percent passing the 1/2 in. sieve 30 %
Cumulative percent passing the 3/8 in. sieve 10 %
Cumulative percent passing the #4 sieve 2 %
Cumulative percent passing the #8 sieve 1 %

Test 2 of 3

DIME Test ID: 2014-07-11-389-2
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 07/18/2014
Date Tested: 07/11/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Which test procedure is being used Method A
Percent of sample passing the #200 sieve (by mass) 1 %

Test 3 of 3

DIME Test ID: 2014-07-11-389-3
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 07/18/2014
Date Tested: 07/11/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? 0.375 in x No. 8 - Coarse Aggregate
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the #4 sieve 11 %
Cumulative percent passing the #8 sieve 2 %