Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995123 DEA: 051K4304 EFIS: 0518000207
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-183-R2.1/R8.3
Work Description: RHMA (GAP GRADED), CONCRETE BARRIER TRANSITION AND LIGHTING SYSTEMS.
Location Description: MONTEREY COUNTY NEAR SALINAS FROM 0.2 MILE SOUTH OF OLD CEMETERY ROAD TO 0.1 MILE SOUTH OF DEL MONTE AVENUE IN CASTROVILLE.
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: David Hopper Structure Rep.: Unknown
DIME Sample ID: 2024-08-05-73
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: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2024
The quantity of what the sample constitutes: PSU
A brief description of the sample: 2 1 qt Cans of ARB
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite ARB Plant
Asphalt modifier supplier: San Joaquin Refining Co Inc
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number: 23_1354M
DIME Test ID: 2024-08-05-73-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/23/2024
Date Tested: 08/23/2024
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
|
49 0.1 mm
|
DIME Test ID: 2024-08-05-73-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/23/2024
Date Tested: 08/23/2024
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
|
58 C
|
|
Softening Point Sample 2
|
57 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-08-05-73-3
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: 08/23/2024
Date Tested: 08/22/2024
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)
|
75 mm
|
|
Ball Penetration (P2)
|
4 mm
|
|
Final Dial reading (F2)
|
80 mm
|
|
Ball Penetration (P3)
|
2 mm
|
|
Final Dial reading (F3)
|
78 mm
|
|
Resilience 1
|
26 %
|
|
Resilience 2
|
24 %
|
|
Resilience 3
|
24 %
|
|
Average Resilience
|
25 %
|
|
Minutes Reaction
|
no data
|
