Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214395 DEA: 103A7204 EFIS: 1013000259
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-20.1/24.3
Work Description: PLACE CRCP AND HMA.
Location Description: MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Muhammad Rahman Structure Rep.: Karen Sampson
DIME Sample ID: 2022-08-24-81
TL Number from the TL Form: C
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 70-10
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero
Performance Grade: PG 70-10
Modified: No
Lot number: 5
Sublot number: 16
Tank number:
Time of sample:
HMA Supplier: Bay Cities
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-24-81-1
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: 10/24/2022
Date Tested: 10/13/2022
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 Can 1 of 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
|
0.084 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
86.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
0.699 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
0.70 kPa
|
DIME Test ID: 2022-08-24-81-2
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: 10/24/2022
Date Tested: 10/24/2022
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 Can 1 of 2, retest
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
|
0.084 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
86.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
0.701 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
0.70 kPa
|
DIME Test ID: 2022-08-24-81-3
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: 10/24/2022
Date Tested: 10/24/2022
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 Can 2 of 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
|
0.088 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
86.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
0.732 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
0.73 kPa
|
DIME Test ID: 2022-08-24-81-4
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: 10/24/2022
Date Tested: 10/24/2022
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 Can 2 of 2, retest
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
|
0.085 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
86.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
0.707 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
0.71 kPa
|