Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993234 DEA: 051H0004 EFIS: 0516000011
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.1/L4.3
Work Description: PLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description: MONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
Contractor Name: Graniterock Company
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Tyler Lavering Structure Rep.: Unknown
DIME Sample ID: 2022-05-18-41
TL Number from the TL Form: 956425
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 05/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG64-10 SJR
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Drum Plant
Performance Grade: PG 64-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Graniterock Aromas
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-05-18-41-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/22/2022
Date Tested: 05/25/2022
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.158 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.320 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.32 kPa
|
DIME Test ID: 2022-05-18-41-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/08/2022
Date Tested: 05/26/2022
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.269 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
88.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.685 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.69 kPa
|
