Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995054 DEA: 024H0204 EFIS: 0218000069
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-20.0/39.7
Work Description: PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING.
Location Description: TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Road, Redding, CA 96049
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown
DIME Sample ID: 2024-06-06-76
TL Number from the TL Form: C876861
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 06/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2024
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 3/4 RHMA-G PG64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia
Asphalt modifier supplier: Valero
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-06-06-76-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/17/2024
Date Tested: 06/14/2024
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
|
38 0.1 mm
|
DIME Test ID: 2024-06-06-76-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/17/2024
Date Tested: 06/14/2024
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
|
74 C
|
|
Softening Point Sample 2
|
73 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-06-06-76-3
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: 06/17/2024
Date Tested: 06/14/2024
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
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F1)
|
66 mm
|
|
Final Dial reading (F2)
|
66 mm
|
|
Final Dial reading (F3)
|
66 mm
|
|
Resilience 1
|
34 %
|
|
Resilience 2
|
34 %
|
|
Resilience 3
|
34 %
|
|
Average Resilience
|
34 %
|
|
Minutes Reaction
|
no data
|
