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Sample Record for 2023-11-02-45

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

Project Information

Project ID: 994821 DEA: 080J2404 EFIS: 0822000124 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-142-3.5/R3.9
Work Description: HMA (TYPE A), RUBBERIZED HMA (GAP GRADED), CL 2 AB, RDWY EXCAVATION.
Location Description: SAN BERNARDINO COUNTY IN CHINO HILLS FROM 0.5 MILE NORTH OF FELDSPAR DRIVE TO CHINO HILLS PARKWAY
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 644 Pedley Rd., Riverside. CA
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-11-02-45
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: 11/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Corona

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: 2023-11-02-45-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/13/2023
Date Tested: 11/08/2023
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 71 C
Softening Point Sample 2 71 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2023-11-02-45-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/13/2023
Date Tested: 11/09/2023
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 25 0.1 mm

Test 3 of 3

DIME Test ID: 2023-11-02-45-3
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: 12/13/2023
Date Tested: 11/09/2023
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) 67 mm
Ball Penetration (P1) 2 mm
Final Dial reading (F2) 63 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 65 mm
Ball Penetration (P3) 0 mm
Resilience 1 35 %
Resilience 2 37 %
Resilience 3 35 %
Average Resilience 36 %
Minutes Reaction no data