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Testing Report for 2020-06-27-1-2

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

Project Information

DEA: 07293704
EFIS: 0713000239
Project ID: 212600
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110,405-8.0/9.0,12.2/13.2
Work Description: WIDEN SHOULDER AND AUXILIARY LANE OF CONNECTOR.
Location Description: LOS ANGELES COUNTY IN AND NEAR CARSON ON ROUTE 110 FROM 0.2 MILE NORTH OF TORRANCE BOULEVARD UNDERCROSSING TO 190TH STREET UNDERCROSSING AND ON ROUTE 405 FROM MAIN STREET UNDERCROSSING TO 190TH STREET UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: SAM GALLARDO
Structure Rep.: Gregory R. Alexander

Sample Information

DIME Sample ID: 2020-06-27-1
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: 6/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 6/30/2020
The quantity of what the sample constitutes: PSUE 3 Bags Combined Aggregate
A brief description of the sample: 3/4" RMHA-G-SP 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0390G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt - Irwindale

Material Information

Source Identification (SMARA or name of Pit): 91-33-0005
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: 106835
A detailed description of where the material sample was collected: Belt Cut at All American Irwindale 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: 2020-06-27-1-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 7/1/2020
Verified Date: 7/7/2020
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 %