Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-3.5/6.8
Work Description: HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC).
Location Description: TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Denise Sostrom Structure Rep.: Gizachew Abayneh
DIME Sample ID: 2025-09-16-58
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: 09/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2025
The quantity of what the sample constitutes: 1can
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: RJ Noble-Corona
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2025-09-16-58-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/26/2025
Date Tested: 09/22/2025
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:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
67 C
|
|
Softening Point Sample 2
|
67 C
|
|
Bath Liquid
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freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2025-09-16-58-2
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/26/2025
Date Tested: 09/23/2025
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
|
27 0.1 mm
|
DIME Test ID: 2025-09-16-58-3
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: 09/26/2025
Date Tested: 09/23/2025
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
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F1)
|
52 mm
|
|
Ball Penetration (P2)
|
1 mm
|
|
Final Dial reading (F2)
|
49 mm
|
|
Ball Penetration (P3)
|
1 mm
|
|
Final Dial reading (F3)
|
50 mm
|
|
Resilience 1
|
51 %
|
|
Resilience 2
|
52 %
|
|
Resilience 3
|
51 %
|
|
Average Resilience
|
51 %
|
|
Minutes Reaction
|
no data
|
