Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215414 DEA: 101J2104 EFIS: 1018000144
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-99-9.4/15.0
Work Description: PLACE RHMA, COLD PLANE ASPHALT CONCRETE, TRAFFIC STRIPING.
Location Description: SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE NORTH OF LATHROP ROAD OVERCROSSING TO 0.3 MILE NORTH OF ARCH ROAD UNDERCROSSING
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 265 VAL DERVIN PARKWAY, STOCKTON, CA 95201
Resident Engineer: Chris Hanson Structure Rep.: Unknown
DIME Sample ID: 2021-09-02-35
TL Number from the TL Form: C035017
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: 09/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Rubber Plant
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 11
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-09-02-35-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/15/2021
Date Tested: 09/15/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
26 0.1 mm
|
DIME Test ID: 2021-09-02-35-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/15/2021
Date Tested: 09/15/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
73 C
|
|
Softening Point Sample 2
|
73 C
|
|
Bath Liquid
|
USP glycerin
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-09-02-35-3
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: 09/15/2021
Date Tested: 09/15/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Final Dial reading (F1)
|
78 mm
|
|
Ball Penetration (P1)
|
2 mm
|
|
Final Dial reading (F2)
|
80 mm
|
|
Ball Penetration (P2)
|
3 mm
|
|
Final Dial reading (F3)
|
80 mm
|
|
Ball Penetration (P3)
|
3 mm
|
|
Resilience 1
|
24 %
|
|
Resilience 2
|
23 %
|
|
Resilience 3
|
23 %
|
|
Average Resilience
|
23 %
|
|
Minutes Reaction
|
no data
|
