Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994975 DEA: 034H0704 EFIS: 0318000158
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-20-R12.2/20.0
Work Description: COLD PLANE AND OVERLAY, INSTALL CURED-IN-PLACE PIPELINERS.
Location Description: NEVADA COUNTY IN AND NEAR GRASS VALLEY AND NEVADA CITY FROM ROUTE 20/49 SEPARATION TO 0.1 MILE EAST OF CELIO ROAD
Contractor Name: DESILVA GATES CONSTRUCTION LLC
Contractor Address: 3855 N Freeway, Ste. 100, Sacramento, CA 95834
Resident Engineer: Renee Plaza Structure Rep.: Unknown
DIME Sample ID: 2024-06-30-24
TL Number from the TL Form: no TL
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: 06/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2024
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 3/4" RHMA-G-SP, PG 64-16
From where was the sample collected: Source
Laboratory sample identification: 3875
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 15
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-06-30-24-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/15/2024
Date Tested: 08/15/2024
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
|
39 0.1 mm
|
DIME Test ID: 2024-06-30-24-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/15/2024
Date Tested: 08/15/2024
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
|
71 C
|
|
Softening Point Sample 2
|
70 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-06-30-24-3
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: 08/15/2024
Date Tested: 08/15/2024
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)
|
5 mm
|
|
Final Dial reading (F1)
|
74 mm
|
|
Ball Penetration (P2)
|
7 mm
|
|
Final Dial reading (F2)
|
72 mm
|
|
Ball Penetration (P3)
|
7 mm
|
|
Final Dial reading (F3)
|
75 mm
|
|
Resilience 1
|
31 %
|
|
Resilience 2
|
35 %
|
|
Resilience 3
|
32 %
|
|
Average Resilience
|
33 %
|
|
Minutes Reaction
|
no data
|
