Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995002 DEA: 010H5804 EFIS: 0117000238
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-R7.6/R29.2
Work Description: RHMA, HMA AND REPLACE AC SURFACING.
Location Description: HUMBOLDT COUNTY AT VARIOUS LOCATIONS FROM 0.5 MILE EAST OF BLUE LAKE BOULEVARD TO 0.1 MILE EAST OF TITLOW HILL ROW
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 215 I STREET, EUREKA, CA 95501
Resident Engineer: Robin Collins Structure Rep.: Adlai Evans
DIME Sample ID: 2025-04-22-88
TL Number from the TL Form: 972443
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 04/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2025
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: Start UP - Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernan Blue Lake
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2025-04-22-88-1
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 05/23/2025
Date Tested: 05/21/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Cone Penetration
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
37 0.1 mm
|
DIME Test ID: 2025-04-22-88-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 05/23/2025
Date Tested: 05/21/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Ring Ball
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
69 C
|
|
Softening Point Sample 2
|
70 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2025-04-22-88-3
Test Method: ASTM D5329-20: 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: 05/23/2025
Date Tested: 05/21/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Resilience
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
5 mm
|
|
Final Dial reading (F1)
|
72 mm
|
|
Ball Penetration (P2)
|
5 mm
|
|
Final Dial reading (F2)
|
73 mm
|
|
Ball Penetration (P3)
|
4 mm
|
|
Final Dial reading (F3)
|
70 mm
|
|
Resilience 1
|
33 %
|
|
Resilience 2
|
32 %
|
|
Resilience 3
|
34 %
|
|
Average Resilience
|
33 %
|
|
Minutes Reaction
|
no data
|
