Print Report | Back to Sample Detail

Sample Record for 2020-08-29-6

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212535 DEA: 031A9204 EFIS: 0300020608 QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-20-5-11.3
Work Description: SUTTER BYPASS WIDENING AND REHAB
Location Description: NEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD.
Contractor Name: KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY DR., CHICO, CA 95928
Resident Engineer: Anthony Granados Structure Rep.: Glen Lawson

Sample Information

DIME Sample ID: 2020-08-29-6
TL Number from the TL Form: 766363
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: 08/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2020
The quantity of what the sample constitutes: 2 can of each sample
A brief description of the sample: ARB 2 cans each, #10Test, No Test #6(766362), #7(766371), #8(766373),
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-08-29-6-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/08/2020
Date Tested: 09/02/2020
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:
Additional Comments When Verified:
Determination Worked Penetration
Worked Penetration 28 0.1 mm

Test 2 of 3

DIME Test ID: 2020-08-29-6-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/08/2020
Date Tested: 09/02/2020
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:
Additional Comments When Verified:
ASTM Thermometer used? F
Softening Point Sample 1 165 F
Softening Point Sample 2 165 F
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2020-08-29-6-3
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: 09/08/2020
Date Tested: 09/02/2020
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:
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 76 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 77 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 76 mm
Ball Penetration (P3) 0 mm
Resilience 1 24 %
Resilience 2 23 %
Resilience 3 24 %
Average Resilience 24 %
Minutes Reaction no data