Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215150 DEA: 120P0304 EFIS: 1215000024
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-74-11.5/16.6
Work Description: PLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM.
Location Description: ORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court Suit D, Benicia, CA 95122
Resident Engineer: Arsalan Naderi Structure Rep.: Mohammad (Mo) Rousta
DIME Sample ID: 2022-04-26-51
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: 04/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/16/2022
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: 0289-22
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: 2022-04-26-51-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/06/2022
Date Tested: 05/18/2022
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
|
56 C
|
|
Softening Point Sample 2
|
56 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-04-26-51-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/06/2022
Date Tested: 05/19/2022
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
|
54 0.1 mm
|
DIME Test ID: 2022-04-26-51-3
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: 06/06/2022
Date Tested: 05/19/2022
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)
|
85 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
81 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
81 mm
|
|
Resilience 1
|
17 %
|
|
Resilience 2
|
19 %
|
|
Resilience 3
|
19 %
|
|
Average Resilience
|
18 %
|
|
Minutes Reaction
|
no data
|
