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Sample Record for 2022-09-19-26

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

Project Information

Project ID: 993649 DEA: 081M0304 EFIS: 0821000062 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-177-0.0/27.0
Work Description: PLACE RUBBERIZED HMA, TRAFFIC STRIPING & COLD PLANE ASPHALT CONCRETE.
Location Description: RIVERSIDE COUNTY NEAR DESERT CENTER FROM ROUTE 10/177 SEPARATION TO ROUTE 62
Contractor Name: Martin Marietta -ATP General Engineering Construction
Contractor Address: 4211 Ponderosa Ave. Suite C, San Diego, CA 92123
Resident Engineer: Peter Koury Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-19-26
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: 09/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/21/2022
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: 0652-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta -Coachella

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-09-19-26-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/12/2022
Date Tested: 09/22/2022
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 78 C
Softening Point Sample 2 78 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2022-09-19-26-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/12/2022
Date Tested: 09/23/2022
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 26 0.1 mm

Test 3 of 3

DIME Test ID: 2022-09-19-26-3
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: 10/12/2022
Date Tested: 09/23/2022
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 48 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 50 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 50 mm
Ball Penetration (P3) 0 mm
Resilience 1 52 %
Resilience 2 50 %
Resilience 3 50 %
Average Resilience 51 %
Minutes Reaction no data