Print Report | Back to Sample Detail

Sample Record for 2022-05-27-18

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

Project Information

Project ID: 993418 DEA: 07324404 EFIS: 0716000077 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-22-0.0/1.5
Work Description: PLACE RHMA-G AND MODIFY SIGNAL AND LIGHTING SYSTEM.
Location Description: LOS ANGELES COUNTY IN LONG BEACH FROM ROUTE 1 TO SAN GABRIEL RIVER UNDERCROSSING
Contractor Name: Sulley Miller Contracting Co.
Contractor Address: 135 S. State College Blvd. Suite 400, Brea, CA 92821
Resident Engineer: Thang Ton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-27-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 05/27/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2022
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0328-22 Rubber
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Material-Irwindale

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2022-05-27-18-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/13/2022
Date Tested: 06/06/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 67 C
Softening Point Sample 2 67 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2022-05-27-18-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/13/2022
Date Tested: 06/07/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 20 0.1 mm

Test 3 of 3

DIME Test ID: 2022-05-27-18-3
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Verified Date: 06/13/2022
Date Tested: 06/07/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 64 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 64 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 63 mm
Ball Penetration (P3) 0 mm
Resilience 1 36 %
Resilience 2 36 %
Resilience 3 37 %
Average Resilience 36 %
Minutes Reaction no data