Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215606 DEA: 061C0014 EFIS: 0620000167
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-145-8.6
Work Description: PARKING LOT RESURFACING WITH COLD PLANE AND HOT MIX ASPHALT.
Location Description: MADERA COUNTY IN MADERA AT THE MADERA MAINTENANCE STATION AT 125 WEST ALMOND AVENUE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Felix Vaquilar Structure Rep.: Unknown
DIME Sample ID: 2021-07-15-22
TL Number from the TL Form: 056165
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: 07/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2021
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: PG70-10
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 70-10
Modified: No
Lot number: 1
Sublot number: 2
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: 2021-07-15-22-2
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: 07/28/2021
Date Tested: 07/25/2021
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
|
0.153 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.273 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.27 kPa
|
DIME Test ID: 2021-07-15-22-3
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: 07/28/2021
Date Tested: 07/26/2021
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
|
0.232 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.325 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.33 kPa
|
DIME Test ID: 2021-07-15-22-4
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: 07/28/2021
Date Tested: 07/25/2021
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
|
160.665 grams
|
Mass of empty container #2
|
177.635 grams
|
Mass of container #1 before test (m1i)
|
196.012 grams
|
Mass of container #2 before test (m2i)
|
212.949 grams
|
Mass of container #1 after test (m1f)
|
196.012 grams
|
Mass of container #2 after test (m2f)
|
212.948 grams
|
Average mass change
|
-0.001 percent
|