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Testing Report for 2019-06-28-3-2

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

Project Information

DEA: 120C1104
EFIS: 1200000633
Project ID: 213749
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-57-20.3/21.6
Work Description: WIDEN BRIDGES AND CONSTRUCT RW, SW, HMA, JPCP AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN BREA FROM 0.6 MILE SOUTH TO 0.7 MILE NORTH OF LAMBERT ROAD UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Imad Abugharbieh
Structure Rep.: Bassem Kabbara

Sample Information

DIME Sample ID: 2019-06-28-3
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: 6/28/2019
Date that the sample was received by the laboratory/organization performing the testing: 6/28/2019
The quantity of what the sample constitutes: JMF 8 bags
A brief description of the sample: 3/4 HMA-A-SP R15
From where was the sample collected: Manufacturer
Laboratory sample identification: 0389A-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona, Pacific Clay Products

Material Information

Source Identification (SMARA or name of Pit): Vulcan Corona, Pacific Clay Products
The fabricator's/manufacturer's product name for the sample: 3/4 HMA-A-SP R15
The fabricator/manufacturer designation for the sample: 220831 CORD SJR
The plant number: Unknown
A detailed description of where the material sample was collected: Belt Cut at 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: 2019-06-28-3-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 7/9/2019
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: jose.guzman@dot.ca.gov
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: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %