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: 2023-10-27-33
TL Number from the TL Form: 033186
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: 10/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2023
The quantity of what the sample constitutes: 1 Can
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: Ukiah HMA plant
Asphalt modifier supplier: Valero Benicia CA
Performance Grade: PG 64-16
Lot number: 2
Sublot number: 50
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2023-10-27-33-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/13/2023
Date Tested: 11/08/2023
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: CONE
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
28 0.1 mm
|
DIME Test ID: 2023-10-27-33-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/13/2023
Date Tested: 11/08/2023
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: SOFT
Test Result Compliance: does not comply
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
78 C
|
|
Softening Point Sample 2
|
78 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2023-10-27-33-3
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: 11/13/2023
Date Tested: 11/08/2023
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: RESIL
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Final Dial reading (F1)
|
60 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
56 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
55 mm
|
|
Resilience 1
|
40 %
|
|
Resilience 2
|
44 %
|
|
Resilience 3
|
45 %
|
|
Average Resilience
|
43 %
|
|
Minutes Reaction
|
no data
|
