Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993603 DEA: 051N7004 EFIS: 0521000081
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-166-16.0/21.0
Work Description: PARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED).
Location Description: SAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE.
Contractor Name: PAPICH CONSTRUCTION COMPANY INC.
Contractor Address: Unknown
Resident Engineer: Thomas Petersen Structure Rep.: Unknown
DIME Sample ID: 2022-08-30-73
TL Number from the TL Form:
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: 08/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/06/2022
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 3/4 RHMA -G w/LIME 64-16
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Templeton Plant
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-08-30-73-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/14/2022
Date Tested: 09/12/2022
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
|
53 0.1 mm
|
DIME Test ID: 2022-08-30-73-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/14/2022
Date Tested: 09/12/2022
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
|
65 C
|
|
Softening Point Sample 2
|
64 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-08-30-73-3
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: 09/14/2022
Date Tested: 09/12/2022
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)
|
70 mm
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F2)
|
70 mm
|
|
Ball Penetration (P2)
|
3 mm
|
|
Final Dial reading (F3)
|
71 mm
|
|
Ball Penetration (P3)
|
3 mm
|
|
Resilience 1
|
33 %
|
|
Resilience 2
|
33 %
|
|
Resilience 3
|
32 %
|
|
Average Resilience
|
33 %
|
|
Minutes Reaction
|
no data
|
