Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215033 DEA: 033H6504 EFIS: 0318000027
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-49-8.3/8.7
Work Description: CONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS.
Location Description: NEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: Christopher Fallbeck Structure Rep.: Unknown
DIME Sample ID: 2021-05-21-27
TL Number from the TL Form: 899713
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: 05/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-05-21-27-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/21/2021
Date Tested: 06/18/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
30 0.1 mm
|
DIME Test ID: 2021-05-21-27-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/21/2021
Date Tested: 06/18/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
71 C
|
|
Softening Point Sample 2
|
71 C
|
|
Bath Liquid
|
USP glycerin
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-05-21-27-3
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: 06/21/2021
Date Tested: 06/18/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Final Dial reading (F1)
|
70 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
71 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
74 mm
|
|
Resilience 1
|
30 %
|
|
Resilience 2
|
29 %
|
|
Resilience 3
|
26 %
|
|
Average Resilience
|
28 %
|
|
Minutes Reaction
|
no data
|
