Sample Record for 2023-10-11-18
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995087 DEA: 051P5904 EFIS: 0522000086
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-0.0/5.0
Work Description: Cold plane, RHMA-G
Location Description: Watsonville area, County line to Scenic pullout
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 3500 American River Dr, Sacramento CA 95864
Resident Engineer: Tyler Lavering Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-10-11-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2023
The quantity of what the sample constitutes: 2 Cans
A brief description of the sample: 64-16 ARB
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Blending Company
Material Information
Asphalt modifier supplier: San Joaquin Refining Co Inc
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number: 23_1354
Test Results
Test 1 of 5
DIME Test ID: 2023-10-11-18-4
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/23/2023
Date Tested: 10/23/2023
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
|
57 0.1 mm
|
Test 2 of 5
DIME Test ID: 2023-10-11-18-5
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/23/2023
Date Tested: 10/23/2023
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:
ASTM Thermometer used?
|
C
|
Softening Point Sample 1
|
62 C
|
Softening Point Sample 2
|
60 C
|
Bath Liquid
|
freshly boiled distilled water
|
Minutes Reaction
|
no data
|
Test 3 of 5
DIME Test ID: 2023-10-11-18-6
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 10/23/2023. The corrected test ID is: 2023-10-11-18-8
Reason: corrected
Test 4 of 5
DIME Test ID: 2023-10-11-18-8
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: 10/23/2023
Date Tested: 10/23/2023
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: 2023-10-11-18-6
Test Result Compliance: complies
Additional Comments When Verified:
Temperature
|
25 C
|
Final Dial reading (F1)
|
79 mm
|
Ball Penetration (P1)
|
5 mm
|
Final Dial reading (F2)
|
76 mm
|
Ball Penetration (P2)
|
3 mm
|
Final Dial reading (F3)
|
76 mm
|
Ball Penetration (P3)
|
5 mm
|
Resilience 1
|
26 %
|
Resilience 2
|
27 %
|
Resilience 3
|
29 %
|
Average Resilience
|
27 %
|
Minutes Reaction
|
no data
|
Test 5 of 5
DIME Test ID: 2023-10-11-18-9
Test Method: ASTM D7741-11ε1: Standard Test Method for Measurement of Apparent Viscosity of Asphalt-Rubber or Other Asphalt Binders by Using a Rotational Handheld Viscometer (Viscosity)
Verified Date: 10/23/2023
Date Tested: 10/11/2023
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: tested at field
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Test Temperature
|
190 C
|
Average Viscosity
|
2300.0 Pa-s
|
Minutes Reaction
|
no data
|
Tests Assigned to this Sample
DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
2023-10-11-18-1 | ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration) | 10/12/2023 | Not scheduled | Wesley Rider | CT D05 - Monterey Construction Field Laboratory | | |
2023-10-11-18-2 | ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point) | 10/12/2023 | Not scheduled | Wesley Rider | CT D05 - Monterey Construction Field Laboratory | | |
2023-10-11-18-3 | 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) | 10/12/2023 | Not scheduled | Wesley Rider | CT D05 - Monterey Construction Field Laboratory | | |
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