Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993159 DEA: 08323034 EFIS: 0812000059 COOP: 081703
QA Service Level: 2
DIST-CO-RTE-PM: 08-RIV-60-18.8/19.6
Work Description: Project Phase 2 (project) proposes to replace the existing hook ramp configuration along westbound (WB) SR-60 at the SR- 60/Moreno Beach Drive interchange with a partial cloverleaf configuration
Location Description: SR-60 & Moreno Beach Interchange
Contractor Name: Falcon Engineering Services, Inc.
Contractor Address: 341 Corporate Terrace Cir., Corona, CA 92879
Resident Engineer: Nitha Nitharsan Structure Rep.: Greg Alexander
DIME Sample ID: 2023-05-31-72
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: 05/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2023
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: 0322-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American-Perris
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2023-05-31-72-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/22/2023
Date Tested: 06/19/2023
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
|
61 C
|
|
Softening Point Sample 2
|
61 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2023-05-31-72-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/22/2023
Date Tested: 06/20/2023
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
|
29 0.1 mm
|
DIME Test ID: 2023-05-31-72-3
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: 06/22/2023
Date Tested: 06/20/2023
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
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25 C
|
|
Final Dial reading (F1)
|
74 mm
|
|
Ball Penetration (P1)
|
0 mm
|
|
Final Dial reading (F2)
|
74 mm
|
|
Ball Penetration (P2)
|
0 mm
|
|
Final Dial reading (F3)
|
74 mm
|
|
Ball Penetration (P3)
|
0 mm
|
|
Resilience 1
|
26 %
|
|
Resilience 2
|
26 %
|
|
Resilience 3
|
26 %
|
|
Average Resilience
|
26 %
|
|
Minutes Reaction
|
no data
|
