Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995087 DEA: 051P5904 EFIS: 0522000086
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-0.0/5.0
Work Description: Cold plane, RHMA-G
Location Description: Watsonville area, County line to Scenic pullout
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 3500 American River Dr, Sacramento CA 95864
Resident Engineer: Tyler Lavering Structure Rep.: Unknown
DIME Sample ID: 2023-12-04-34
TL Number from the TL Form: 332
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 12/04/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/05/2023
The quantity of what the sample constitutes: 1 Can
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: 26
Asphalt Rubber Binder Mix Number: 23_1354
DIME Test ID: 2023-12-04-34-4
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/19/2023
Date Tested: 12/19/2023
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: CONE
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
36 0.1 mm
|
DIME Test ID: 2023-12-04-34-5
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/19/2023
Date Tested: 12/19/2023
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: RING
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: 2023-12-04-34-6
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: 12/19/2023
Date Tested: 12/19/2023
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: RESIL
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Final Dial reading (F1)
|
71 mm
|
|
Ball Penetration (P1)
|
4 mm
|
|
Final Dial reading (F2)
|
70 mm
|
|
Ball Penetration (P2)
|
4 mm
|
|
Final Dial reading (F3)
|
75 mm
|
|
Ball Penetration (P3)
|
3 mm
|
|
Resilience 1
|
33 %
|
|
Resilience 2
|
34 %
|
|
Resilience 3
|
28 %
|
|
Average Resilience
|
32 %
|
|
Minutes Reaction
|
no data
|
