Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994400 DEA: 09378904 EFIS: 0919000003
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-14-46.2/52.8
Work Description: RHMA PLACED OVER PARTIAL DEPTH RECYCLING.
Location Description: KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE
Contractor Name: STATEWIDE TRAFFIC SIGN AND SAFETY
Contractor Address: 4400 State Road, Bakersfield, CA 93308
Resident Engineer: Damon Cherenzia Structure Rep.: Unknown
DIME Sample ID: 2023-06-19-43
TL Number from the TL Form: 729463
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 06/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2023
The quantity of what the sample constitutes: 1 Can, PM Sample
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: San Joaquin Refinery
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2023-06-19-43-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/10/2023
Date Tested: 07/07/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
60 0.1 mm
|
DIME Test ID: 2023-06-19-43-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/10/2023
Date Tested: 07/06/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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
|
64 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2023-06-19-43-3
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: 07/10/2023
Date Tested: 07/07/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Final Dial reading (F1)
|
75 mm
|
|
Ball Penetration (P1)
|
6 mm
|
|
Final Dial reading (F2)
|
74 mm
|
|
Ball Penetration (P2)
|
4 mm
|
|
Final Dial reading (F3)
|
75 mm
|
|
Ball Penetration (P3)
|
2 mm
|
|
Resilience 1
|
31 %
|
|
Resilience 2
|
30 %
|
|
Resilience 3
|
27 %
|
|
Average Resilience
|
29 %
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2023-06-19-43-4
Test Method: ASTM D7741-11ε1: Standard Test Method for Measurement of Apparent Viscosity of Asphalt-Rubber or Other Asphalt Binders by Using a Rotational Handheld Viscometer (Viscosity)
Verified Date: 07/10/2023
Date Tested: 07/10/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Test Temperature
|
190 C
|
|
Test 1 Viscosity
|
2000.0 Pa-s
|
|
Test 2 Viscosity
|
2000.0 Pa-s
|
|
Test 3 Viscosity
|
2000.0 Pa-s
|
|
Average Viscosity
|
2000.0 Pa-s
|
|
Minutes Reaction
|
no data
|
