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Sample Record for 2013-08-06-7309339


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
Resident Engineer: Tom Davis Structure Rep.: Ma, Anh

Sample Information

DIME Sample ID: 2013-08-06-7309339
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: 08/06/2013
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: wasked concrete sand
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): baja resources
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: conveyor 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:

Test Results

Test Information 1 of 3

DIME Test ID: 2013-08-06-7309339-1
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 10/03/2013
Date Tested: 08/06/2013
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road
Test General Comments:
Additional Comments When Verified:
What type of gradation is being tested? Fine Aggregate
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 98 %
Cumulative percent passing the #8 sieve 88 %
Cumulative percent passing the #16 sieve 73 %
Cumulative percent passing the #30 sieve 48 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 1.9 %