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Testing Report for 2021-05-04-8-2

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

Project Information

DEA: 09367404
EFIS: 0916000025
Project ID: 214921
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-14-R4.7/R12.6
Work Description: CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location Description: KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Hin Hartanto
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-04-8
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: 5/4/2021
Date that the sample was received by the laboratory/organization performing the testing: 5/6/2021
The quantity of what the sample constitutes: 2 Bags Virgin agg., 1 Bag Coldfeed , 2 Bags Rap
A brief description of the sample: 10K PSUE 3/4" HMA-A-SP R25 0.8% Dry Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: 0263A-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Bigrock

Material Information

Source Identification (SMARA or name of Pit): 91-19-0046, 91-19-0008
The fabricator's/manufacturer's product name for the sample: 3/4 HMA-A-SP R25
The fabricator/manufacturer designation for the sample:
The plant number: 13554
A detailed description of where the material sample was collected: Belt Cut at Granite Bigrock
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-05-04-8-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 5/12/2021
Verified Date: 5/17/2021
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: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %