Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215500 DEA: 101J1904 EFIS: 1018000132
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-140-37.4/44.8
Work Description: COLD IN-PLACE RECYCLING AND RESURFACE PAVEMENT WITH HMA.
Location Description: MERCED COUNTY IN AND NEAR MERCED FROM SANTA FE AVENUE TO HAYDEN ROAD
Contractor Name: GEORGE REED , INC.
Contractor Address: 140 EMPIRE AVE, MODESTO CA 95354
Resident Engineer: Muhammad M. Rahman Structure Rep.: Unknown
DIME Sample ID: 2021-08-15-9
TL Number from the TL Form: 034273
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: 08/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG64-28M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Marathon
Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 1
Sublot number: 3
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-08-15-9-1
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: 09/03/2021
Date Tested: 09/01/2021
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: as per 2018 standard specs
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
|
168.617 grams
|
Mass of empty container #2
|
170.326 grams
|
Mass of container #1 before test (m1i)
|
208.303 grams
|
Mass of container #2 before test (m2i)
|
206.547 grams
|
Mass of container #1 after test (m1f)
|
208.117 grams
|
Mass of container #2 after test (m2f)
|
206.360 grams
|
Average mass change
|
-0.492 percent
|
DIME Test ID: 2021-08-15-9-2
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: 09/03/2021
Date Tested: 09/01/2021
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
|
0.276 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
73.0 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.304 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.41 kPa
|
DIME Test ID: 2021-08-15-9-3
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: 09/03/2021
Date Tested: 09/01/2021
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
|
0.570 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
66.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
5.701 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
6.21 kPa
|
DIME Test ID: 2021-08-15-9-4
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: 09/03/2021
Date Tested: 09/02/2021
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 PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Test Gap
|
2 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
1.00 %
|
Stress Amplitude
|
55.240 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
46.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
5522.886 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
4033 kPa
|
DIME Test ID: 2021-08-15-9-5
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/03/2021
Date Tested: 09/02/2021
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:
Minimum test bath temperature at 240 s
|
-18.1 C
|
Maximum test bath temperature at 240 s
|
-17.9 C
|
Time of test load application
|
no data HH:MM:SS
|
File name of test data
|
no data
|
Time beam in bath
|
no data
|
Time test started
|
no data HH:MM:SS
|
Flags issued by software during test
|
no data
|
Correlation coefficient (R²)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
Load at time 0.0
|
0.0 mN
|
Deflection at time 0.0 s
|
0.000 µm
|
Load at time 0.5 s
|
0.0 mN
|
Deflection at time 0.5 s
|
0.000 µm
|
Load at 60.0 s
|
970.0 mN
|
Beam deflection 60.0 s
|
0.301 µm
|
Measured Stiffness Modulus 60.0 s
|
260.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
260.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.325
|
DIME Test ID: 2021-08-15-9-6
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: 09/03/2021
Date Tested: 08/31/2021
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 +6
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
|
0.312 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
67.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.118 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.37 kPa
|