Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993637 DEA: 010L2504 EFIS: 0121000090
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-96-26.0/R37.3
Work Description: PRECOATED AGGREGATE, REPLACE AC SURFACING, AND ASPHALT-RUBBER BINDER.
Location Description: HUMBOLDT COUNTY NEAR ORLEANS FROM 1.6 MILES WEST OF BLUFF CREEK ROAD TO CAMP CREEK BRIDGE
Contractor Name: AMERICAN PAVEMENT SYSTEMS, INC.
Contractor Address: 1012 11th St., Modesto, CA 95354
Resident Engineer: Nathaniel Steen Structure Rep.: Unknown
DIME Sample ID: 2022-06-13-52
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: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 06/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2022
The quantity of what the sample constitutes: 5 cans of Asphalt Rubber Binder
A brief description of the sample: for chip seal acceptance
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina and American Pavement Systems
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-06-13-52-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/02/2022
Date Tested: 08/02/2022
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
|
40 0.1 mm
|
DIME Test ID: 2022-06-13-52-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/02/2022
Date Tested: 08/02/2022
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
|
69 C
|
|
Softening Point Sample 2
|
69 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-06-13-52-3
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: 08/02/2022
Date Tested: 08/02/2022
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)
|
70 mm
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F2)
|
70 mm
|
|
Ball Penetration (P2)
|
3 mm
|
|
Final Dial reading (F3)
|
68 mm
|
|
Ball Penetration (P3)
|
2 mm
|
|
Resilience 1
|
33 %
|
|
Resilience 2
|
33 %
|
|
Resilience 3
|
34 %
|
|
Average Resilience
|
33 %
|
|
Minutes Reaction
|
no data
|
