Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993118 DEA: 101C3304 EFIS: 1014000146
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-205-R4.6/R9.0
Work Description: Widening bridges, ramps and roadway. SR205 SMART CORRIDOR - PHASE 2
Location Description: On state highway in San Joaquin County in and near Tracy from Janney Overhead to 1.3 miles east of MacArthur Drive Overcrossing.
Contractor Name: Bay Cities Paving & Grading Inc.
Contractor Address: 1450 Civic Ct., Bldg B #400, Concord, CA 94520
Resident Engineer: Chris Hanson Structure Rep.: Ron Matin
DIME Sample ID: 2023-11-07-66
TL Number from the TL Form: 035611
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 11/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/13/2023
The quantity of what the sample constitutes: 2 of 2,
A brief description of the sample: PG 70-10
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina
Performance Grade: PG 70-10
Modified: No
Lot number: 4
Sublot number: 8
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Chowchilla CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-11-07-66-1
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: 11/21/2023
Date Tested: 11/21/2023
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: ORIGINAL
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.120 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
86.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
0.998 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.00 kPa
|
DIME Test ID: 2023-11-07-66-2
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: 11/21/2023
Date Tested: 11/21/2023
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: og#2
Test Result Compliance: does not comply
Additional Comments When Verified:
Phase
|
Original binder
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.117 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
86.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
0.974 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
0.98 kPa
|