Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994534 DEA: 010H1604 EFIS: 0117000117
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-R33.7/R43.2
Work Description: REPLACE AC SURFACING, PLACE HMA-A, RHMA-G & CONCRETE BARRIER.
Location Description: MENDOCINO COUNTY NEAR WILLITS FROM 1.1 MILES NORTH OF WEST ROAD OVERCROSSING TO 0.6 MILE SOUTH OF HAEHL CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 715 COMSTOCK STREET, SANTA CLARA CA 95054
Resident Engineer: Steve Tisell Structure Rep.: Unknown
DIME Sample ID: 2023-10-17-35
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: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2023
The quantity of what the sample constitutes: I CAN OF RUBBER
A brief description of the sample: 64-16 RUBBER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2023-10-17-35-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/27/2023
Date Tested: 10/25/2023
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
|
28 0.1 mm
|
DIME Test ID: 2023-10-17-35-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/27/2023
Date Tested: 10/26/2023
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: does not comply
Additional Comments When Verified:
ASTM Thermometer used?
|
C
|
Softening Point Sample 1
|
76 C
|
Softening Point Sample 2
|
77 C
|
Bath Liquid
|
freshly boiled distilled water
|
Minutes Reaction
|
no data
|
DIME Test ID: 2023-10-17-35-3
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: 10/27/2023
Date Tested: 10/25/2023
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:
Temperature
|
25 C
|
Final Dial reading (F1)
|
61 mm
|
Ball Penetration (P1)
|
no data0 mm
|
Final Dial reading (F2)
|
60 mm
|
Ball Penetration (P2)
|
no data0 mm
|
Final Dial reading (F3)
|
60 mm
|
Ball Penetration (P3)
|
no data0 mm
|
Resilience 1
|
39 %
|
Resilience 2
|
40 %
|
Resilience 3
|
40 %
|
Average Resilience
|
40 %
|
Minutes Reaction
|
no data
|
DIME Test ID: 2023-10-17-35-4
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: 10/27/2023
Date Tested: 10/17/2023
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 performed by field tech
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
US Units
|
Test Temperature
|
375 F
|
Test 1 Viscosity
|
2,400.0 cP
|
Test 2 Viscosity
|
2,400.0 cP
|
Test 3 Viscosity
|
2,400.0 cP
|
Average Viscosity
|
2,400.0
|
Minutes Reaction
|
no data
|