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Sample Record for 2022-02-05-26

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

Project Information

Project ID: 209511 DEA: 080Q7403 EFIS: 0800020456 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-15.4/30.8
Work Description: Design Build project provides pavement rehabilitation (including ramps) on I-15 near Cajon Pass, CA.
Location Description: On I-15 from 0.4 mile north of Kenwood Avenue to 0.3 mile south of West Hesperia OH
Contractor Name: Coffman Specialties, Inc./Parsons Transportation Group, Inc
Contractor Address: 9685 VIA EXCELENCIA, SUITE 200, SAN DIEGO, CA 92126
Resident Engineer: Maged Youssef Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-02-05-26
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: Per Request
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 02/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/09/2022
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: 0125-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-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: 2022-02-05-26-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 02/22/2022
Date Tested: 02/10/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 39 0.1 mm

Test 2 of 3

DIME Test ID: 2022-02-05-26-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 02/22/2022
Date Tested: 02/10/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 62 C
Softening Point Sample 2 63 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2022-02-05-26-3
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: 02/22/2022
Date Tested: 02/11/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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) 70 mm
Ball Penetration (P1) 2 mm
Final Dial reading (F2) 67 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 67 mm
Ball Penetration (P3) 0 mm
Resilience 1 32 %
Resilience 2 33 %
Resilience 3 33 %
Average Resilience 33 %
Minutes Reaction no data