Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215250 DEA: 021J4404 EFIS: 0220000079
QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5
Work Description: ASPHALT RUBBER CHIP SEAL.
Location Description: MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE
Contractor Name: AMERICAN PAVEMENT SYSTEMS , Inc.
Contractor Address: 1012 11th Street, Modesto, CA 95354
Resident Engineer: Tofael Anwar Structure Rep.: Unknown
DIME Sample ID: 2021-05-14-29
TL Number from the TL Form: 002575
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: 05/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2021
The quantity of what the sample constitutes: 4 cans
A brief description of the sample: TEST rubber binder
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 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-05-14-29-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/14/2021
Date Tested: 06/14/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Determination
|
Unworked Penetration
|
Unworked Penetration
|
27 0.1 mm
|
DIME Test ID: 2021-05-14-29-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/14/2021
Date Tested: 06/14/2021
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: Per 2018 Standard Specifications
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
|
USP glycerin
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-05-14-29-3
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: 06/14/2021
Date Tested: 06/14/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Temperature
|
25 C
|
Final Dial reading (F1)
|
74 mm
|
Ball Penetration (P1)
|
3 mm
|
Final Dial reading (F2)
|
73 mm
|
Ball Penetration (P2)
|
3 mm
|
Final Dial reading (F3)
|
74 mm
|
Ball Penetration (P3)
|
3 mm
|
Resilience 1
|
29 %
|
Resilience 2
|
30 %
|
Resilience 3
|
29 %
|
Average Resilience
|
29 %
|
Minutes Reaction
|
no data
|