Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215253 DEA: 021J4804 EFIS: 0220000083
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA,TRI-36-8.0/11.912,27.1/R41.139
Work Description: ASPHALT RUBBER CHIP SEAL AND TRAFFIC STRIPE.
Location Description: SHASTA AND TRINITY COUNTIES AT AND NEAR PLATINA FROM 0.4 MILE EAST OF MIDDLE FORK COTTONWOOD CREEK BRIDGE TO BEEGUM CREEK BRIDGE AND FROM 1.3 MILES EAST OF BRAMLET ROAD TO SHASTA COUNTY LINE
Contractor Name: NORTHWEST PAVING, INC
Contractor Address: 8115 SECLUDED VALLEY DRIVE;, REDDING CA 96001
Resident Engineer: Structure Rep.: Unknown
DIME Sample ID: 2021-05-25-36
TL Number from the TL Form: Not Provided
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: 05/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/23/2021
The quantity of what the sample constitutes: 1 can
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 Asphalt Plant
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-05-25-36-1
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: 07/13/2021
Date Tested: 07/12/2021
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
|
174.579 grams
|
Mass of empty container #2
|
175.271 grams
|
Mass of container #1 before test (m1i)
|
210.170 grams
|
Mass of container #2 before test (m2i)
|
211.071 grams
|
Mass of container #1 after test (m1f)
|
209.987 grams
|
Mass of container #2 after test (m2f)
|
210.869 grams
|
Average mass change
|
-0.539 percent
|
DIME Test ID: 2021-05-25-36-2
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: 07/13/2021
Date Tested: 07/12/2021
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: 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
|
0.278 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
83.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.314 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.33 kPa
|
DIME Test ID: 2021-05-25-36-3
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: 07/13/2021
Date Tested: 07/12/2021
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
|
0.602 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
77.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
6.017 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
6.15 kPa
|
DIME Test ID: 2021-05-25-36-4
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: 07/13/2021
Date Tested: 07/13/2021
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
|
52.914 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
46.3 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
5290.757 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
3825 kPa
|
DIME Test ID: 2021-05-25-36-5
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: 07/13/2021
Date Tested: 07/13/2021
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
|
-12.0 C
|
Maximum test bath temperature at 240 s
|
-12.0 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
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
81.300 mPa
|
Estimated Stiffness Modulus 60.0 s
|
81.500 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.403
|
DIME Test ID: 2021-05-25-36-6
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: 07/13/2021
Date Tested: 07/12/2021
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 ORIG 2ND SAMPLE
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
|
0.271 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
83.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.259 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.27 kPa
|