Sample Record for 2024-09-13-31
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994857 DEA: 010H6104 EFIS: 0117000241
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-13.5/R36.1
Work Description: COLD PLANE AND OVERLAY HMA, & REPLACE GUARDRAILS.
Location Description: HUMBOLDT COUNTY AT AND NEAR BRIDGEVILLE FROM 3.4 MILES WEST OF GRIZZLY CREEK BRIDGE TO 0.8 MILE EAST OF SOUTH FORK VAN DUZEN RIVER
Contractor Name: MERCER FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Joaquin Rodriquez Structure Rep.: Shantanu Nalawade
Sample Information
DIME Sample ID: 2024-09-13-31
TL Number from the TL Form: 876495
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: 09/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: RHMA
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: FORTUNA
Material Information
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test Results
Test 1 of 4
DIME Test ID: 2024-09-13-31-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/25/2024
Date Tested: 09/25/2024
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: (530) 713-6823
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Determination
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Unworked Penetration
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|
Unworked Penetration
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37 0.1 mm
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Test 2 of 4
DIME Test ID: 2024-09-13-31-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/25/2024
Date Tested: 09/25/2024
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: (530) 713-6823
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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ASTM Thermometer used?
|
C
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Softening Point Sample 1
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70 C
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Softening Point Sample 2
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72 C
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Bath Liquid
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freshly boiled distilled water
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Minutes Reaction
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no data
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Test 3 of 4
DIME Test ID: 2024-09-13-31-3
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)
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 09/25/2024. The corrected test ID is: 2024-09-13-31-4
Reason: retested
Test 4 of 4
DIME Test ID: 2024-09-13-31-4
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: 09/25/2024
Date Tested: 09/25/2024
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: (530) 713-6823
General Comments for this Test:
The test was superseded from test ID: 2024-09-13-31-3
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
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25 C
|
|
Ball Penetration (P1)
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2 mm
|
|
Final Dial reading (F1)
|
55 mm
|
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Ball Penetration (P2)
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no data0 mm
|
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Final Dial reading (F2)
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60 mm
|
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Ball Penetration (P3)
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1 mm
|
|
Final Dial reading (F3)
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54 mm
|
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Resilience 1
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47 %
|
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Resilience 2
|
40 %
|
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Resilience 3
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47 %
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Average Resilience
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45 %
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Minutes Reaction
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no data
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