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Sample Record for 2021-03-12-17

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Project Information

Project ID: 214395 DEA: 103A7204 EFIS: 1013000259 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-20.1/24.3
Work Description: PLACE CRCP AND HMA.
Location Description: MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Muhammad Rahman Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2021-03-12-17
TL Number from the TL Form: c034082
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: 03/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2021
The quantity of what the sample constitutes: 1 of 2
A brief description of the sample: Asphalt
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Santa Fe Winton hma

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade:
Multigrade Type:

Test Results

Test 1 of 5

DIME Test ID: 2021-03-12-17-1
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: 04/06/2021
Date Tested: 04/05/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 #1 171.651 grams
Mass of empty container #2 175.680 grams
Mass of container #1 before test (m1i) 207.091 grams
Mass of container #2 before test (m2i) 210.830 grams
Mass of container #1 after test (m1f) 206.960 grams
Mass of container #2 after test (m2f) 210.697 grams
Average mass change -0.374 percent

Test 2 of 5

DIME Test ID: 2021-03-12-17-2
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: 04/06/2021
Date Tested: 04/05/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 Std. Specs. ORIG
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 0.229 kPa
Phase Angle (δ) (for the 10 cycles) 87.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.906 kPa
Test Temperature 70.0 C
Dynamic Shear, G*/sin(δ) 1.91 kPa

Test 3 of 5

DIME Test ID: 2021-03-12-17-3
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: 04/06/2021
Date Tested: 04/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 Std Specs 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 0.582 kPa
Phase Angle (δ) (for the 10 cycles) 83.1 degree
Complex Modulus (G*) (for the 10 measurements) 5.821 kPa
Test Temperature 70.0 C
Dynamic Shear, G*/sin(δ) 5.86 kPa

Test 4 of 5

DIME Test ID: 2021-03-12-17-4
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: 04/06/2021
Date Tested: 04/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 39.755 kPa
Phase Angle (δ) (for the 10 cycles) 50.9 degree
Complex Modulus (G*) (for the 10 measurements) 3974.835 kPa
Test Temperature 34.0 C
(G*) x sin(δ)= 3085 kPa

Test 5 of 5

DIME Test ID: 2021-03-12-17-5
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: 04/06/2021
Date Tested: 04/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 0.0 C
Maximum test bath temperature at 240 s 0.0 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 90.600 mPa
Estimated Stiffness Modulus 60.0 s 90.400 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.385

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.