Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215740 DEA: 010K5604 EFIS: 0120000117
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-79.0/81.5
Work Description: OVERLAY USING RHMA, HMA, AND REPLACING CONCRETE ASPHALT SURFACING.
Location Description: MENDOCINO COUNTY NEAR TAN OAK PARK FROM 0.6 MILE NORTH OF SPYROCK ROAD TO 1.0 MILE SOUTH OF EMPIRE CAMP SAFETY ROADSIDE REST AREA
Contractor Name: ARGONAUT CONSTRUCTORS
Contractor Address: 360 SUTTON PLACE, SANTA ROSA CA 95407
Resident Engineer: MICHAEL ANDERSON Structure Rep.: Unknown
DIME Sample ID: 2021-09-15-19
TL Number from the TL Form: c637831
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: 09/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG64-16 Rubberized
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-09-15-19-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/24/2021
Date Tested: 09/24/2021
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 specifications spec.
Test Result Compliance:
Additional Comments When Verified:
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Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
21 0.1 mm
|
DIME Test ID: 2021-09-15-19-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/24/2021
Date Tested: 09/24/2021
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 spec.
Test Result Compliance:
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
61 C
|
|
Softening Point Sample 2
|
61 C
|
|
Bath Liquid
|
USP glycerin
|
|
Minutes Reaction
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no data
|
DIME Test ID: 2021-09-15-19-3
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: 09/24/2021
Date Tested: 09/23/2021
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: failed D217
|
Temperature
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25 C
|
|
Final Dial reading (F1)
|
68 mm
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F2)
|
68 mm
|
|
Ball Penetration (P2)
|
2 mm
|
|
Final Dial reading (F3)
|
65 mm
|
|
Ball Penetration (P3)
|
2 mm
|
|
Resilience 1
|
35 %
|
|
Resilience 2
|
34 %
|
|
Resilience 3
|
37 %
|
|
Average Resilience
|
35 %
|
|
Minutes Reaction
|
no data
|
