Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000003 DEA: 024J8404 EFIS: 0223000079
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-76.0/92.0
Work Description: ASPHALT RUBBER CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: LASSEN COUNTY NEAR LITCHFIELD FROM 0.1 MILE SOUTH OF MAPES LANE TO 0.1 MILE NORTH OF KARLO ROAD
Contractor Name: VSS INTERNATIONAL, INC.
Contractor Address: 3785 CHANNEL DRIVE, WEST SACRAMENTO, CA 95691
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2024-02-01-20
TL Number from the TL Form:
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: 02/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2024
The quantity of what the sample constitutes: 5 cans for chip seal/seal coats
A brief description of the sample: 5 cans
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina - Klamath Falls, OR
Asphalt modifier supplier:
Performance Grade: PG 58-22
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-02-01-20-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 05/08/2024
Date Tested: 05/03/2024
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
|
26 0.1 mm
|
DIME Test ID: 2024-02-01-20-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 05/08/2024
Date Tested: 05/03/2024
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
|
70 C
|
|
Softening Point Sample 2
|
71 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-02-01-20-3
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: 05/08/2024
Date Tested: 05/03/2024
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)
|
55 mm
|
|
Ball Penetration (P1)
|
0 mm
|
|
Final Dial reading (F2)
|
56 mm
|
|
Ball Penetration (P2)
|
0 mm
|
|
Final Dial reading (F3)
|
57 mm
|
|
Ball Penetration (P3)
|
0 mm
|
|
Resilience 1
|
45 %
|
|
Resilience 2
|
44 %
|
|
Resilience 3
|
43 %
|
|
Average Resilience
|
44 %
|
|
Minutes Reaction
|
no data
|
