Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215777 DEA: 032H6304 EFIS: 0317000166
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-162-18.4/19.9
Work Description: PLACE RUBBERIZED HMA AND ROADWAY EXCAVATION.
Location Description: BUTTE COUNTY IN AND NEAR OROVILLE FROM FOOTHILL BOULEVARD TO GOLD COUNTRY CASINO ENTRANCE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2022-08-29-86
TL Number from the TL Form: 803993
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2022
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: PG64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-08-29-86-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/22/2022
Date Tested: 11/18/2022
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
|
29 0.1 mm
|
DIME Test ID: 2022-08-29-86-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/22/2022
Date Tested: 11/18/2022
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
|
73 C
|
|
Softening Point Sample 2
|
74 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-08-29-86-3
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: 11/22/2022
Date Tested: 11/18/2022
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)
|
61 mm
|
|
Ball Penetration (P1)
|
4 mm
|
|
Final Dial reading (F2)
|
60 mm
|
|
Ball Penetration (P2)
|
5 mm
|
|
Final Dial reading (F3)
|
62 mm
|
|
Ball Penetration (P3)
|
3 mm
|
|
Resilience 1
|
43 %
|
|
Resilience 2
|
45 %
|
|
Resilience 3
|
41 %
|
|
Average Resilience
|
43 %
|
|
Minutes Reaction
|
no data
|
