Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215629 DEA: 060U0304 EFIS: 0615000184
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33,198-24.3,22.7/22.9
Work Description: WIDEN INTERSECTION, PLACE LIGHTING, TRAFFIC MONITOR STATION & CULVERT.
Location Description: FRESNO COUNTY NEAR COALINGA ON ROUTE 33 AT ROUTE 198 AND ON ROUTE 198 FROM 0.1 MILE SOUTH OF JUNCTION ROUTE 33/198 TO 0.1 MILE NORTH OF JUNCTION ROUTE 33/198
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Anourack Khampraseuth Structure Rep.: Unknown
DIME Sample ID: 2021-07-29-9
TL Number from the TL Form: 039911
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: 07/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number: 32001
Time of sample:
HMA Supplier: Granite Construction
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-07-29-9-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 08/16/2021
Date Tested: 08/10/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers?
|
Two
|
Any material loss from containers during heating process/testing?
|
No
|
Mass of empty container #1
|
168.636 grams
|
Mass of empty container #2
|
170.775 grams
|
Mass of container #1 before test (m1i)
|
204.040 grams
|
Mass of container #2 before test (m2i)
|
206.014 grams
|
Mass of container #1 after test (m1f)
|
204.040 grams
|
Mass of container #2 after test (m2f)
|
206.016 grams
|
Average mass change
|
0.003 percent
|
DIME Test ID: 2021-07-29-9-2
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: 08/16/2021
Date Tested: 08/10/2021
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: Per 2018 Standard Specifications 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
|
0.155 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.3 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.289 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.29 kPa
|
DIME Test ID: 2021-07-29-9-3
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: 08/16/2021
Date Tested: 08/10/2021
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: Per 2018 Standard Specifications 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
|
0.245 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.449 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.45 kPa
|