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Testing Report for 2019-03-16-3-6

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

Project Information

Project ID: 212889 DEA: 073009U4 EFIS: 0714000238 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110-R0.7/24.1
Work Description: REPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT.
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES AND CARSON FROM GAFFEY STREET TO 0.1 MILE SOUTH OF COLLEGE STREET OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Thang Ton Structure Rep.: Quan Ho

Sample Information

DIME Sample ID: 2019-03-16-3
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: Hot Mix Asphalt
Sample Taken Date: 03/16/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/25/2019
The quantity of what the sample constitutes: 20 boxes
A brief description of the sample: 3/4" HMA-A R15 PG64-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt-Irwindale

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2019-03-16-3-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/05/2019
Date Tested: 03/25/2019
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

Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 3.22 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.97 mm
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000