Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215251 DEA: 021J4604 EFIS: 0220000081
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-34.5/38.8,88.0/92.0
Work Description: HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location Description: SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
Contractor Name: TULLIS, INC.
Contractor Address: 16951 CLEAR CREEK ROAD, REDDING CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown
DIME Sample ID: 2021-03-23-27
TL Number from the TL Form:
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: 03/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2021
The quantity of what the sample constitutes: 2 of 2 cans
A brief description of the sample: PG58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Tullis Inc
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-03-23-27-1
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/26/2021
Date Tested: 05/24/2021
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: 2018 per Standard Specifications - Original
Test Result Compliance: does not comply
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
|
0.494 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
77.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4.119 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
4.21 kPa
|
DIME Test ID: 2021-03-23-27-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/26/2021
Date Tested: 05/24/2021
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: 2018 per Standard Specifications ORIG
Test Result Compliance: does not comply
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
|
0.491 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
77.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4.094 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
4.19 kPa
|
DIME Test ID: 2021-03-23-27-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/26/2021
Date Tested: 05/24/2021
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 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
|
0.927 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
69.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
9.273 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
9.93 kPa
|
DIME Test ID: 2021-03-23-27-4
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: 05/26/2021
Date Tested: 05/24/2021
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 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
|
160.169 grams
|
Mass of empty container #2
|
170.014 grams
|
Mass of container #1 before test (m1i)
|
195.114 grams
|
Mass of container #2 before test (m2i)
|
205.117 grams
|
Mass of container #1 after test (m1f)
|
194.893 grams
|
Mass of container #2 after test (m2f)
|
204.898 grams
|
Average mass change
|
-0.628 percent
|
DIME Test ID: 2021-03-23-27-5
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/26/2021
Date Tested: 05/26/2021
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: 2018 per Standard Specifications
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
|
65.786 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
41.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
6577.647 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
4367 kPa
|
DIME Test ID: 2021-03-23-27-6
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: 05/26/2021
Date Tested: 05/26/2021
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: 2018 per Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-12.0 C
|
Maximum test bath temperature at 240 s
|
-11.9 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
|
0.0 mN
|
Beam deflection 60.0 s
|
0.648 µm
|
Measured Stiffness Modulus 60.0 s
|
118.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
117.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.347
|