Print Report | Back to Sample Detail

Sample Record for 2021-09-01-30

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

Project Information

Project ID: 215627 DEA: 032G2004 EFIS: 0321000024 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-128-0.0/9.8
Work Description: PLACE RHMA AND REPLACE ASPHALT CONCRETE.
Location Description: YOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION
Contractor Name: LAMON CONSTRUCTION
Contractor Address: 871 Von Geldern Way, Yuba City, California 95991
Resident Engineer: David Maher Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-01-30
TL Number from the TL Form: 042904
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: 09/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2021
The quantity of what the sample constitutes: 2cans
A brief description of the sample: TEST 9/1, NO TEST 8/31,
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Marathon

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: 2021-09-01-30-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/10/2021
Date Tested: 09/10/2021
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: 208 per spec.
Test Result Compliance:
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 26 0.1 mm

Test 2 of 3

DIME Test ID: 2021-09-01-30-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/10/2021
Date Tested: 09/10/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 72 C
Softening Point Sample 2 72 C
Bath Liquid USP glycerin
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-09-01-30-3
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: 09/10/2021
Date Tested: 09/09/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified: Pass
Temperature 25 C
Final Dial reading (F1) 68 mm
Ball Penetration (P1) no data0 mm
Final Dial reading (F2) 70 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F3) 69 mm
Ball Penetration (P3) no data0 mm
Resilience 1 32 %
Resilience 2 31 %
Resilience 3 31 %
Average Resilience 31 %
Minutes Reaction no data