Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993121 DEA: 032H62U4 EFIS: 0319000021
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-20-25.6/39.8
Work Description: ROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP.
Location Description: NEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Jeff Johnson Structure Rep.: Unknown
DIME Sample ID: 2023-10-14-12
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: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 10/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2023
The quantity of what the sample constitutes: 2 Oil Cans
A brief description of the sample: 3/4" HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: SAC-HWY20 OMEGA CRVE REALIGN
The fabricator/manufacturer/facility name: Granite Bradshaw
Performance Grade: PG 58-22
Modified:
Lot number: 4
Sublot number: 13
Tank number:
Time of sample:
HMA Supplier: 100264-Bradshaw HMA plant
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-10-14-12-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/23/2023
Date Tested: 10/23/2023
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.217 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.798 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.81 kPa
|
