Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000061 DEA: 051Q4804 EFIS: 0523000036
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-R5.0/8.9
Work Description: RHMA OVERLAY, STRIPING AND MODIFY TRAFFIC STATIONS.
Location Description: SANTA CRUZ COUNTY FROM 0.9 MILE NORTH OF BUENA VISTA DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF RIO DEL MAR OVERCROSSING
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-10-09-43
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2024
The quantity of what the sample constitutes: SL 18
A brief description of the sample: 1 qt Can of ARB
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: FNF at Graniterock Aromas
Asphalt modifier supplier: San Joaquin Refining Co Inc
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 18
Asphalt Rubber Binder Mix Number: 886
DIME Test ID: 2024-10-09-43-9
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: 12/27/2024
Date Tested: 12/27/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
16 mm
|
|
Final Dial reading (F1)
|
85 mm
|
|
Ball Penetration (P2)
|
7 mm
|
|
Final Dial reading (F2)
|
74 mm
|
|
Ball Penetration (P3)
|
6 mm
|
|
Final Dial reading (F3)
|
72 mm
|
|
Resilience 1
|
31 %
|
|
Resilience 2
|
33 %
|
|
Resilience 3
|
34 %
|
|
Average Resilience
|
33 %
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-10-09-43-10
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/27/2024
Date Tested: 12/27/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
36 0.1 mm
|
DIME Test ID: 2024-10-09-43-11
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/27/2024
Date Tested: 12/27/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
62 C
|
|
Softening Point Sample 2
|
62 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
