Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214919 DEA: 060U4504 EFIS: 0615000298
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-18.6/T25.5
Work Description: COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING.
Location Description: FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Raman Guraya
DIME Sample ID: 2021-08-08-1
TL Number from the TL Form: c039922
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: 08/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMI Fresno
Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-08-08-1-1
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: 08/11/2021
Date Tested: 08/09/2021
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
|
165.153 grams
|
Mass of empty container #2
|
166.310 grams
|
Mass of container #1 before test (m1i)
|
200.177 grams
|
Mass of container #2 before test (m2i)
|
201.287 grams
|
Mass of container #1 after test (m1f)
|
200.161 grams
|
Mass of container #2 after test (m2f)
|
201.268 grams
|
Average mass change
|
-0.050 percent
|
DIME Test ID: 2021-08-08-1-2
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: 08/11/2021
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 ORG
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
|
0.163 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.355 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.36 kPa
|
DIME Test ID: 2021-08-08-1-3
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: 08/11/2021
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
|
0.255 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.3 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.548 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.55 kPa
|