Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212630 DEA: 022H6304 EFIS: 0216000156
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-26.6/27.6
Work Description: DIAMOND STAR CURVE
Location Description: TEHAMA COUNTY ABOUT 14 MILES WEST OF RED BLUFF FROM 0.3 MILE WEST OF BASLER ROAD TO 0.1 MILE EAST OF DIAMOND STAR ROAD
Contractor Name: Tulis, Inc.
Contractor Address: P.O. Box 493416, Redding, CA 96049
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown
DIME Sample ID: 2020-08-18-25
TL Number from the TL Form: 002347
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: 08/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: ARB PG 64-16 #1 Test, #2(002348)No Test
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:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2020-08-18-25-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/31/2020
Date Tested: 08/28/2020
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:
Additional Comments When Verified:
|
Determination
|
Worked Penetration
|
|
Worked Penetration
|
25 0.1 mm
|
DIME Test ID: 2020-08-18-25-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/31/2020
Date Tested: 08/28/2020
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:
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
74 C
|
|
Softening Point Sample 2
|
74 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2020-08-18-25-3
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: 08/31/2020
Date Tested: 08/28/2020
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:
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Final Dial reading (F1)
|
70 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
70 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
75 mm
|
|
Resilience 1
|
30 %
|
|
Resilience 2
|
30 %
|
|
Resilience 3
|
25 %
|
|
Average Resilience
|
28 %
|
|
Minutes Reaction
|
no data
|
