Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993649 DEA: 081M0304 EFIS: 0821000062
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-177-0.0/27.0
Work Description: PLACE RUBBERIZED HMA, TRAFFIC STRIPING & COLD PLANE ASPHALT CONCRETE.
Location Description: RIVERSIDE COUNTY NEAR DESERT CENTER FROM ROUTE 10/177 SEPARATION TO ROUTE 62
Contractor Name: Martin Marietta -ATP General Engineering Construction
Contractor Address: 4211 Ponderosa Ave. Suite C, San Diego, CA 92123
Resident Engineer: Peter Koury Structure Rep.: Unknown
DIME Sample ID: 2022-11-15-38
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: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 11/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/17/2022
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: 0742-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta -Coachella
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-11-15-38-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/28/2022
Date Tested: 11/22/2022
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
63 C
|
|
Softening Point Sample 2
|
63 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-11-15-38-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/28/2022
Date Tested: 11/23/2022
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: 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: 2022-11-15-38-3
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: 11/28/2022
Date Tested: 11/23/2022
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Final Dial reading (F1)
|
65 mm
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F2)
|
63 mm
|
|
Ball Penetration (P2)
|
1 mm
|
|
Final Dial reading (F3)
|
65 mm
|
|
Ball Penetration (P3)
|
1 mm
|
|
Resilience 1
|
38 %
|
|
Resilience 2
|
38 %
|
|
Resilience 3
|
36 %
|
|
Average Resilience
|
37 %
|
|
Minutes Reaction
|
no data
|
