Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994751 DEA: 010C5004 EFIS: 0112000292
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-11.3/34.6
Work Description: Project Name: Bridge Rail Replacement - 3 Bridges
Location Description: Hely Creek, Little Larabee Creek and Butte Creek Bridge.
Contractor Name: Mercer-Fraser Company
Contractor Address: 200 Dinsmore Dr, Fortuna, CA 95540
Resident Engineer: Joaquin Rodriguez Structure Rep.: Shantanu Nalawade
DIME Sample ID: 2023-11-10-65
TL Number from the TL Form: 930385
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 11/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2023
The quantity of what the sample constitutes: 1 can RHMA
A brief description of the sample: 1/2" RHMA-G - Paving
From where was the sample collected: Supplier
Laboratory sample identification: 23-339
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Boyd Road
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2023-11-10-65-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/28/2023
Date Tested: 12/27/2023
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: Penetration
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
37 0.1 mm
|
DIME Test ID: 2023-11-10-65-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/28/2023
Date Tested: 12/27/2023
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: softening point
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: 2023-11-10-65-3
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: 12/28/2023
Date Tested: 12/27/2023
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)
|
no data0 mm
|
|
Final Dial reading (F1)
|
77 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
71 mm
|
|
Ball Penetration (P3)
|
1 mm
|
|
Final Dial reading (F3)
|
69 mm
|
|
Resilience 1
|
23 %
|
|
Resilience 2
|
29 %
|
|
Resilience 3
|
32 %
|
|
Average Resilience
|
28 %
|
|
Minutes Reaction
|
no data
|
