Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995057 DEA: 07321604 EFIS: 0716000049
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-0.0/18.0
Work Description: COLD PLANE AND OVERLAY AC PAVEMENT AND UPGRADE ADA CURB RAMPS.
Location Description: LOS ANGELES COUNTY FROM STUDEBAKER ROAD TO PASEO DE LAS DELICIAS
Contractor Name: R.J. NOBLE COMPANY
Contractor Address: 15505 E. Lincoln Ave, Orange, CA 92865
Resident Engineer: Thang Ton Structure Rep.: Unknown
DIME Sample ID: 2025-05-28-76
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: 05/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2025
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 Orange
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2025-05-28-76-2
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/02/2025
Date Tested: 06/05/2025
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
|
35 0.1 mm
|
DIME Test ID: 2025-05-28-76-3
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: 07/02/2025
Date Tested: 06/06/2025
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)
|
2 mm
|
|
Final Dial reading (F1)
|
64 mm
|
|
Ball Penetration (P2)
|
2 mm
|
|
Final Dial reading (F2)
|
66 mm
|
|
Ball Penetration (P3)
|
2 mm
|
|
Final Dial reading (F3)
|
65 mm
|
|
Resilience 1
|
38 %
|
|
Resilience 2
|
36 %
|
|
Resilience 3
|
37 %
|
|
Average Resilience
|
37 %
|
|
Minutes Reaction
|
no data
|
