Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994535 DEA: 010H8404 EFIS: 0118000117
QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-2.0/2.8
Work Description: RDWY EXC, PLACE HMA-A & RHMA, CONST SOLDIER PILE & RETAINING WALLS.
Location Description: LAKE COUNTY ABOUT 6 MILES WEST OF UPPER LAKE FROM 0.6 MILE WEST OF IRVINE AVENUE TO 0.1 MILE EAST OF MID LAKE ROAD
Contractor Name: GHILOTTI CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Dan Kraft Structure Rep.: Hayden Terrill
DIME Sample ID: 2025-09-22-34
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: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 09/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 1/2 RHMA-G 64-16
From where was the sample collected: Source
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: 2025-09-22-34-1
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/28/2025
Date Tested: 10/28/2025
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:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
54 0.1 mm
|
DIME Test ID: 2025-09-22-34-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/28/2025
Date Tested: 10/28/2025
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
|
|
Softening Point Sample 1
|
61 C
|
|
Softening Point Sample 2
|
62 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2025-09-22-34-3
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: 10/28/2025
Date Tested: 10/28/2025
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: Resilience
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
4 mm
|
|
Final Dial reading (F1)
|
78 mm
|
|
Ball Penetration (P2)
|
2 mm
|
|
Final Dial reading (F2)
|
72 mm
|
|
Ball Penetration (P3)
|
3 mm
|
|
Final Dial reading (F3)
|
75 mm
|
|
Resilience 1
|
26 %
|
|
Resilience 2
|
30 %
|
|
Resilience 3
|
28 %
|
|
Average Resilience
|
28 %
|
|
Minutes Reaction
|
no data
|
