Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993279 DEA: 010E0904 EFIS: 0113000123
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-20-33.3/34.4
Work Description: CONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310)
Location Description: MENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144
Contractor Name: Myers & Sons Construction LLC
Contractor Address: 4600 Northgate Blvd, Suite 100, Sacramento, CA 95838
Resident Engineer: Geoffrey Wright Structure Rep.: Kari Forbes
DIME Sample ID: 2024-08-16-40
TL Number from the TL Form: 778436
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2024
The quantity of what the sample constitutes: 1 can binder
A brief description of the sample: 1 can
From where was the sample collected: Source
Laboratory sample identification: 24-167
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite HWY 175
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-08-16-40-1
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: 09/05/2024
Date Tested: 08/16/2024
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:
|
Unit system used?
|
SI Units
|
|
Test Temperature
|
190 C
|
|
Average Viscosity
|
2.3
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-08-16-40-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/05/2024
Date Tested: 09/05/2024
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:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
35 0.1 mm
|
DIME Test ID: 2024-08-16-40-3
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: 09/05/2024
Date Tested: 09/05/2024
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:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F1)
|
68 mm
|
|
Ball Penetration (P2)
|
1 mm
|
|
Final Dial reading (F2)
|
65 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
66 mm
|
|
Resilience 1
|
35 %
|
|
Resilience 2
|
36 %
|
|
Resilience 3
|
34 %
|
|
Average Resilience
|
35 %
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-08-16-40-4
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/05/2024
Date Tested: 09/05/2024
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:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
69 C
|
|
Softening Point Sample 2
|
69 C
|
|
Bath Liquid
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freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
