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Sample Record for 2021-05-24-46

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2021-05-24-46
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: 05/24/2021
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

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 6

DIME Test ID: 2021-05-24-46-1
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: 07/14/2021
Date Tested: 07/07/2021
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 #1 174.688 grams
Mass of empty container #2 174.168 grams
Mass of container #1 before test (m1i) 209.964 grams
Mass of container #2 before test (m2i) 209.804 grams
Mass of container #1 after test (m1f) 209.741 grams
Mass of container #2 after test (m2f) 209.571 grams
Average mass change -0.643 percent

Test 2 of 6

DIME Test ID: 2021-05-24-46-2
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: 07/14/2021
Date Tested: 07/07/2021
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 0.264 kPa
Phase Angle (δ) (for the 10 cycles) 83.4 degree
Complex Modulus (G*) (for the 10 measurements) 2.204 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.22 kPa

Test 3 of 6

DIME Test ID: 2021-05-24-46-3
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: 07/14/2021
Date Tested: 07/08/2021
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:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.693 kPa
Phase Angle (δ) (for the 10 cycles) 77.2 degree
Complex Modulus (G*) (for the 10 measurements) 6.931 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 7.11 kPa

Test 4 of 6

DIME Test ID: 2021-05-24-46-4
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: 07/14/2021
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 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 62.336 kPa
Phase Angle (δ) (for the 10 cycles) 42.3 degree
Complex Modulus (G*) (for the 10 measurements) 6233.614 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 4195 kPa

Test 5 of 6

DIME Test ID: 2021-05-24-46-5
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: 07/14/2021
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:
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 124.000 mPa
Estimated Stiffness Modulus 60.0 s 124.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.358

Test 6 of 6

DIME Test ID: 2021-05-24-46-6
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: 07/14/2021
Date Tested: 07/07/2021
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: does not comply
Additional Comments When Verified: Failed T315- Original
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.266 kPa
Phase Angle (δ) (for the 10 cycles) 83.4 degree
Complex Modulus (G*) (for the 10 measurements) 2.219 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.23 kPa