Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001562 DEA: 010H5704 EFIS: 0117000237
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-20.9/28.6
Work Description: PLACE ASPHALT, VEGETATION CONTROL & INSTALL HIGH TENSION CABLE BARRIER
Location Description: MENDOCINO COUNTY IN AND NEAR UKIAH FROM NORTH OF ROBINSON CREEK BRIDGE TO POMO LANE UNDERCROSSING
Contractor Name: Ghilott Bros., Inc.
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Daniel Morgan Structure Rep.: Mostafa Bayoumi
DIME Sample ID: 2026-10-07-34
TL Number from the TL Form: 036217
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2026
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 1 can of rubberized binder
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:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2026-10-07-34-1
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: 10/13/2026
Date Tested: 10/12/2026
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: FIELD VISCOSITY
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Test Temperature
|
375 C
|
|
Average Viscosity
|
2300.0
|
|
Minutes Reaction
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no data
|
DIME Test ID: 2026-10-07-34-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/13/2026
Date Tested: 10/13/2026
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 PENETRATION
Test Result Compliance: complies
Additional Comments When Verified:
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Determination
|
Unworked Penetration
|
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Unworked Penetration
|
30 0.1 mm
|
DIME Test ID: 2026-10-07-34-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/13/2026
Date Tested: 10/13/2026
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: SOFTENING POINT
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
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Softening Point Sample 1
|
67 C
|
|
Softening Point Sample 2
|
67 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
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Minutes Reaction
|
no data
|
DIME Test ID: 2026-10-07-34-4
Test Method: ASTM D5329-20: 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: 10/13/2026
Date Tested: 10/13/2026
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: RESILIENSE REBOUND
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
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25 C
|
|
Ball Penetration (P1)
|
2 mm
|
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Final Dial reading (F1)
|
66 mm
|
|
Ball Penetration (P2)
|
1 mm
|
|
Final Dial reading (F2)
|
66 mm
|
|
Ball Penetration (P3)
|
2 mm
|
|
Final Dial reading (F3)
|
66 mm
|
|
Resilience 1
|
36 %
|
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Resilience 2
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35 %
|
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Resilience 3
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36 %
|
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Average Resilience
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36 %
|
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Minutes Reaction
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no data
|
