Print Report | Back to Sample Detail

Sample Record for 2021-10-12-45

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

Project Information

Project ID: 8802 DEA: RR-ARB21 EFIS: RR-ARB21 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special Project for Round Robin of Asphalt Rubber Binder 2021
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-12-45
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (408) 327-7023
Type of Sample: Informational
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2021
The quantity of what the sample constitutes: One Gallon Can
A brief description of the sample: Asphalt Rubber Binder Round Robin Sample A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Blending Company

Material Information

Asphalt modifier supplier: Tricor Refining
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: 2021-10-12-45-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/28/2021
Date Tested: 12/27/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test: Two rounds of testing, each round contains 3 replicates. Test 1: 30,38,40 Test 2: 31 27,30
Test Result Compliance:
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 32.7 0.1 mm

Test 2 of 3

DIME Test ID: 2021-10-12-45-2
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: 12/28/2021
Date Tested: 12/27/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 51 mm
Ball Penetration (P1) 2 mm
Final Dial reading (F2) 55 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 54 mm
Ball Penetration (P3) 1 mm
Resilience 1 51 %
Resilience 2 45 %
Resilience 3 47 %
Average Resilience 48 %
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-10-12-45-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/28/2021
Date Tested: 12/27/2021
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test: Electronic thermometer was used. Two softening points are 67.7 and 67.9.
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 68 C
Softening Point Sample 2 68 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data