Print Report | Back to Sample Detail

Sample Record for 2021-10-06-24

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

Project Information

Project ID: 215687 DEA: 074W6104 EFIS: 0719000104 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-18-0.0/4.5
Work Description: PLACE RUBBERIZED HMA (GAP GRADED).
Location Description: LOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 Mcgrathst. STE 101, Ventura CA. 93003
Resident Engineer: Fred Tieu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-06-24
TL Number from the TL Form: C100621A
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Per Request
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2021
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite-Littlerock

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: 2021-10-06-24-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/16/2021
Date Tested: 10/15/2021
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 59 C
Softening Point Sample 2 59 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2021-10-06-24-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/16/2021
Date Tested: 10/16/2021
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 44 0.1 mm

Test 3 of 3

DIME Test ID: 2021-10-06-24-3
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: 10/16/2021
Date Tested: 10/16/2021
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) 81 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 78 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 80 mm
Ball Penetration (P3) 0 mm
Resilience 1 20 %
Resilience 2 22 %
Resilience 3 20 %
Average Resilience 21 %
Minutes Reaction no data