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Sample Record for 2019-03-04-13


Project Information

Project ID: 66666 DEA: APP EFIS: 0019000052 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-03-04-13
TL Number from the TL Form:
Sample Submitted By Organization: Vulcan Materials Company - Irwindale
Sample Organization Contact: 323-833-8388
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 03/04/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 120 lbs
A brief description of the sample: 1" x #4 Gravel
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-19-0023::DURBIN
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 Loader Asisted
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test Information 1 of 4

DIME Test ID: 2019-03-04-13-1
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 11/07/2019
Date Tested: 03/04/2019
Submitted By Organization: Vulcan Materials Company - Irwindale
Organization Address: 16005 Foothill Boulevard
Test General Comments:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 96 %
Cumulative percent passing the 3/4 in. sieve 70 %
Cumulative percent passing the 1/2 in. sieve 31 %
Cumulative percent passing the 3/8 in. sieve 11 %
Cumulative percent passing the #4 sieve 3 %
Cumulative percent passing the #8 sieve 2 %
Cumulative percent passing the #16 sieve 0 %
Cumulative percent passing the #30 sieve 0 %
Cumulative percent passing the #50 sieve 0 %
Cumulative percent passing the #100 sieve 0 %
Cumulative percent passing the #200 sieve 1 %