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Sample Record for 2021-07-08-42

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Project Information

Project ID: 214515 DEA: 024F6004 EFIS: 0213000012 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,TRI-36,96,299-VAR
Work Description: BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location Description: SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Contractor Name: MYERS AND SONS CONSTRUCTION
Contractor Address: 4600 NORTHGATE BLVD, STE #100, SACRAMENTO, CA 95834
Resident Engineer: Sunil Repaka Structure Rep.: Robert Thompson

Sample Information

DIME Sample ID: 2021-07-08-42
TL Number from the TL Form: c853174
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: 07/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2021
The quantity of what the sample constitutes: 2 of 2 cans
A brief description of the sample: TEST Asphalt Binder - JMF
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Mercer Fraser - Willowcreek
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2021-07-08-42-1
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: 08/11/2021
Date Tested: 08/03/2021
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 #1 174.670 grams
Mass of empty container #2 166.542 grams
Mass of container #1 before test (m1i) 210.045 grams
Mass of container #2 before test (m2i) 201.856 grams
Mass of container #1 after test (m1f) 209.859 grams
Mass of container #2 after test (m2f) 201.664 grams
Average mass change -0.535 percent

Test 2 of 7

DIME Test ID: 2021-07-08-42-2
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: 08/11/2021
Date Tested: 08/03/2021
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: 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 0.397 kPa
Phase Angle (δ) (for the 10 cycles) 59.6 degree
Complex Modulus (G*) (for the 10 measurements) 3.311 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.84 kPa

Test 3 of 7

DIME Test ID: 2021-07-08-42-3
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)
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
Data has not been verified.

Test 4 of 7

DIME Test ID: 2021-07-08-42-4
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)
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
Data has not been verified.

Test 5 of 7

DIME Test ID: 2021-07-08-42-5
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: 08/11/2021
Date Tested: 08/04/2021
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 31.417 kPa
Phase Angle (δ) (for the 10 cycles) 41.7 degree
Complex Modulus (G*) (for the 10 measurements) 3142.062 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2090 kPa

Test 6 of 7

DIME Test ID: 2021-07-08-42-6
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: 08/11/2021
Date Tested: 08/08/2021
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:
Minimum test bath temperature at 240 s -18.0 C
Maximum test bath temperature at 240 s -18.0 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 90.100 mPa
Estimated Stiffness Modulus 60.0 s 90.200 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.335

Test 7 of 7

DIME Test ID: 2021-07-08-42-7
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: 08/11/2021
Date Tested: 08/04/2021
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 two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.710 kPa
Phase Angle (δ) (for the 10 cycles) 54.7 degree
Complex Modulus (G*) (for the 10 measurements) 7.103 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 8.70 kPa
Stress Amplitude 2 0.429 kPa
Phase Angle 2 (δ) (for the 10 cycles) 55.5 degree
Complex Modulus 2 (G*) (for the 10 measurements) 4.293 kPa
Test Temperature (Specimen 2) no data
Dynamic Shear 2, G*/sin(δ) 5.21 kPa
Delta at 2.2 kpa 56.2 degree