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Testing Report for 2021-03-30-24-2

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

Project Information

DEA: 07301504
EFIS: 0714000020
Project ID: 213603
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1,10-R34.6/35.2,R2.1/18.4
Work Description: REPLACING CONCRETE AND AC PAVEMENT
Location Description: LOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mahinda Ram
Structure Rep.: Frank Lotfi

Sample Information

DIME Sample ID: 2021-03-30-24
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: 3/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/2/2021
The quantity of what the sample constitutes: 4 Bags of Coldfeed Aggregate
A brief description of the sample: PSUE 1/2" RHMA-G-SP 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0190G-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Irwindale

Material Information

Source Identification (SMARA or name of Pit): 91-19-0035
The fabricator's/manufacturer's product name for the sample: 1/2 RHMA-G-SP
The fabricator/manufacturer designation for the sample:
The plant number: 326120A IRW LTR
A detailed description of where the material sample was collected: Belt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-03-30-24-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 4/8/2021
Verified Date: 4/15/2021
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 %