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Testing Report for 2021-08-05-23-7

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: 2021-08-05-23
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: Asphalt Binder
Sample Taken Date: 8/5/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/6/2021
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0447-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite-Big Rock

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-08-05-23-7
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Date Tested: 8/5/2021
Verified Date: 8/22/2021
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: complies
Additional Comments When Verified :

Submitted Test Results

% Elongation Recovery: 80 %