Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994862 DEA: 051P5604 EFIS: 0522000082
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-1-30.0/37.5
Work Description: Overlay with rubberized hot mix asphalt - gap graded (BWC).
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SANTA CRUZ COUNTY NEAR DAVENPORT FROM 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD TO SAN MATEO COUNTY LINE.
Contractor Name: PAPICH CONSTRUCTION CO., INC.
Contractor Address: 398 SUNRISE TERRACE;, ARROYO GRANDE CA 93420
Resident Engineer: Martin Jordan Structure Rep.: Unknown
DIME Sample ID: 2023-08-30-29
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/06/2023
The quantity of what the sample constitutes: 2 Cans
A brief description of the sample: 64-16 ARB
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Blending Company
Asphalt modifier supplier: San Joaquin Refining Co Inc
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 3
Asphalt Rubber Binder Mix Number: 23_1354
DIME Test ID: 2023-08-30-29-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/08/2023
Date Tested: 09/08/2023
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: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
44 0.1 mm
|
DIME Test ID: 2023-08-30-29-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/08/2023
Date Tested: 09/08/2023
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: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
66 C
|
|
Softening Point Sample 2
|
65 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2023-08-30-29-3
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: 09/08/2023
Date Tested: 09/08/2023
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: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
1 mm
|
|
Final Dial reading (F1)
|
66 mm
|
|
Ball Penetration (P2)
|
2 mm
|
|
Final Dial reading (F2)
|
66 mm
|
|
Ball Penetration (P3)
|
1 mm
|
|
Final Dial reading (F3)
|
67 mm
|
|
Resilience 1
|
35 %
|
|
Resilience 2
|
36 %
|
|
Resilience 3
|
34 %
|
|
Average Resilience
|
35 %
|
|
Minutes Reaction
|
no data
|
