Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215530 DEA: 051N1704 EFIS: 0520000136
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-1.0/R7.2
Work Description: Construct pavement using partial depth recycling and pave with RHMA
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2023 Preisker Lane, Suite B, Santa Maria, CA 93454
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown
DIME Sample ID: 2021-08-27-22
TL Number from the TL Form: c210827B
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: 08/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG64-16 ARB
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Buellton
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-08-27-22-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/08/2021
Date Tested: 09/08/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
|
Determination
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Unworked Penetration
|
|
Unworked Penetration
|
27 0.1 mm
|
DIME Test ID: 2021-08-27-22-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/08/2021
Date Tested: 09/08/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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:
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: 2021-08-27-22-3
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: 09/08/2021
Date Tested: 09/07/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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)
|
68 mm
|
|
Ball Penetration (P1)
|
0 mm
|
|
Final Dial reading (F2)
|
68 mm
|
|
Ball Penetration (P2)
|
0 mm
|
|
Final Dial reading (F3)
|
70 mm
|
|
Ball Penetration (P3)
|
0 mm
|
|
Resilience 1
|
32 %
|
|
Resilience 2
|
32 %
|
|
Resilience 3
|
30 %
|
|
Average Resilience
|
31 %
|
|
Minutes Reaction
|
no data
|