Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993343 DEA: 022J3604 EFIS: 0221000070
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-67.5/R75.1
Work Description: ASPHALT-RUBBER BINDER, SEAL COAT & REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY NEAR MINERAL FROM 0.2 MILE EAST OF LATKA ROAD TO 0.1 MILE EAST OF LITTLE GIANT MILL ROAD
Contractor Name: VSS International
Contractor Address: 3785 Channel Drive, West Sacramento, CA 95691
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
DIME Sample ID: 2022-05-12-39
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: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 05/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2022
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: pg64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-05-12-39-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 05/17/2022
Date Tested: 05/17/2022
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
|
38 0.1 mm
|
DIME Test ID: 2022-05-12-39-2
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: 05/17/2022
Date Tested: 05/17/2022
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)
|
66 mm
|
Ball Penetration (P1)
|
3 mm
|
Final Dial reading (F2)
|
69 mm
|
Ball Penetration (P2)
|
3 mm
|
Final Dial reading (F3)
|
67 mm
|
Ball Penetration (P3)
|
4 mm
|
Resilience 1
|
37 %
|
Resilience 2
|
34 %
|
Resilience 3
|
37 %
|
Average Resilience
|
36 %
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-05-12-39-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 05/17/2022
Date Tested: 05/17/2022
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
|
66 C
|
Softening Point Sample 2
|
66 C
|
Bath Liquid
|
freshly boiled distilled water
|
Minutes Reaction
|
no data
|