Sample Record for 2022-03-01-1
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: 2022-03-01-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Informational
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 03/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/01/2022
The quantity of what the sample constitutes: 1 gallon can
A brief description of the sample: rubber binder
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Brending Company
Material Information
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test Results
Test 1 of 5
DIME Test ID: 2022-03-01-1-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 03/01/2022
Date Tested: 03/01/2022
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: 62.1 and 61.8
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
62 C
|
|
Softening Point Sample 2
|
62 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
Test 2 of 5
DIME Test ID: 2022-03-01-1-2
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)
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: (916) 227-7302
This test has been superseded on 03/01/2022. The corrected test ID is: 2022-03-01-1-5
Reason: retested
Test 3 of 5
DIME Test ID: 2022-03-01-1-3
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 03/02/2022
Date Tested: 03/01/2022
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
|
46 0.1 mm
|
Test 4 of 5
DIME Test ID: 2022-03-01-1-4
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: 03/01/2022
Date Tested: 03/01/2022
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)
|
75 mm
|
|
Ball Penetration (P1)
|
5 mm
|
|
Final Dial reading (F2)
|
76 mm
|
|
Ball Penetration (P2)
|
6 mm
|
|
Final Dial reading (F3)
|
78 mm
|
|
Ball Penetration (P3)
|
4 mm
|
|
Resilience 1
|
30 %
|
|
Resilience 2
|
30 %
|
|
Resilience 3
|
26 %
|
|
Average Resilience
|
29 %
|
|
Minutes Reaction
|
no data
|
Test 5 of 5
DIME Test ID: 2022-03-01-1-5
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: 03/01/2022
Date Tested: 03/01/2022
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:
The test was superseded from test ID: 2022-03-01-1-2
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Final Dial reading (F1)
|
75 mm
|
|
Ball Penetration (P1)
|
5 mm
|
|
Final Dial reading (F2)
|
76 mm
|
|
Ball Penetration (P2)
|
6 mm
|
|
Final Dial reading (F3)
|
78 mm
|
|
Ball Penetration (P3)
|
4 mm
|
|
Resilience 1
|
30 %
|
|
Resilience 2
|
30 %
|
|
Resilience 3
|
26 %
|
|
Average Resilience
|
29 %
|
|
Minutes Reaction
|
no data
|
