Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213485 DEA: 032F9804 EFIS: 0312000026
QA Service Level: 1
DIST-CO-RTE-PM: 03-COL-20-31.7/32.9
Work Description: PAVEMENT REHABILITATION
Location Description: COLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 24207 County Road 100A, Davis CA 95617
Resident Engineer: Anthony Granados Structure Rep.: Unknown
DIME Sample ID: 2020-10-01-18
TL Number from the TL Form: 779004
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: 10/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/06/2020
The quantity of what the sample constitutes: 2 cans each
A brief description of the sample: #1 Test, No Test #2(779010),#3(779003)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: FNF
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2020-10-01-18-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/20/2020
Date Tested: 11/20/2020
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Worked Penetration
|
|
Worked Penetration
|
26 0.1 mm
|
DIME Test ID: 2020-10-01-18-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/20/2020
Date Tested: 11/20/2020
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
68 C
|
|
Softening Point Sample 2
|
68 C
|
|
Bath Liquid
|
USP glycerin
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2020-10-01-18-3
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: 11/20/2020
Date Tested: 11/20/2020
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Final Dial reading (F1)
|
78 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
79 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
78 mm
|
|
Resilience 1
|
22 %
|
|
Resilience 2
|
21 %
|
|
Resilience 3
|
22 %
|
|
Average Resilience
|
22 %
|
|
Minutes Reaction
|
no data
|
