Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994387 DEA: 023J7704 EFIS: 0222000082
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-97.2/103.0
Work Description: RHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE.
Location Description: SISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2023-05-23-58
TL Number from the TL Form: TL 079248
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: 05/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2023
The quantity of what the sample constitutes: 2 of 2 cans
A brief description of the sample: PG 64-16 RHMA
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
Asphalt modifier supplier: Valero Benicia
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2023-05-23-58-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/12/2023
Date Tested: 06/12/2023
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
|
40 0.1 mm
|
DIME Test ID: 2023-05-23-58-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/12/2023
Date Tested: 06/12/2023
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:
ASTM Thermometer used?
|
C
|
Softening Point Sample 1
|
67 C
|
Softening Point Sample 2
|
68 C
|
Bath Liquid
|
freshly boiled distilled water
|
Minutes Reaction
|
no data
|
DIME Test ID: 2023-05-23-58-3
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: 06/12/2023
Date Tested: 06/12/2023
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)
|
76 mm
|
Ball Penetration (P1)
|
4 mm
|
Final Dial reading (F2)
|
70 mm
|
Ball Penetration (P2)
|
1 mm
|
Final Dial reading (F3)
|
76 mm
|
Ball Penetration (P3)
|
5 mm
|
Resilience 1
|
28 %
|
Resilience 2
|
31 %
|
Resilience 3
|
29 %
|
Average Resilience
|
29 %
|
Minutes Reaction
|
no data
|