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Testing Report for 2019-07-23-9-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 07333404
EFIS: 0716000306
Project ID: 212363
QA Service Level: 1
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: James Riley
Structure Rep.: Frank Lotfi

Sample Information

DIME Sample ID: 2019-07-23-9
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 7/23/2019
Date that the sample was received by the laboratory/organization performing the testing: 7/29/2019
The quantity of what the sample constitutes: PSE 12 bags
A brief description of the sample: 3/4 WMA-A-SP R15
From where was the sample collected: Manufacturer
Laboratory sample identification: 0444A-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sheldon, Boulevard, Big Rock Creek

Material Information

Source Identification (SMARA or name of Pit): 91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample: 3/4 WMA-A-SP R15
The fabricator/manufacturer designation for the sample: 220826 SVA SJR
The plant number: Unknown
A detailed description of where the material sample was collected: Belt Cut at Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2019-07-23-9-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 8/2/2019
Verified Date: 8/22/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles: 92 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 100 %