Print Report | Back to Sample Detail

Sample Record for 2020-09-30-19

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

Project Information

Project ID: 213583 DEA: 060H2004 EFIS: 0612000157 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-201,216-12.5,21.2,18.7
Work Description: BRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location Description: TULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
Contractor Name: Viking Construction
Contractor Address: P.O. Box 1508, Rancho Cordova, CA 95741
Resident Engineer: Donald Hiura Structure Rep.: Moua, Peter

Sample Information

DIME Sample ID: 2020-09-30-19
TL Number from the TL Form: 0357041
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: 09/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: AB #1 test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Sanger

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:

Test Results

Test 1 of 6

DIME Test ID: 2020-09-30-19-1
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: 10/21/2020
Date Tested: 10/09/2020
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
Additional Comments When Verified:
Is mass change based on one or two containers? One
Any material loss from containers during heating process/testing? No
Mass of empty container #1 173.030 grams
Mass of container #1 before test (m1i) 207.990 grams
Mass of container #1 after test (m1f) 207.960 grams
Average mass change -0.086 percent

Test 2 of 6

DIME Test ID: 2020-09-30-19-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/21/2020
Date Tested: 10/13/2020
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: as per 2018 standard specs
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 75 cm
Ductility of sample 75 cm

Test 3 of 6

DIME Test ID: 2020-09-30-19-3
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: 10/09/2020
Date Tested: 10/09/2020
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
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Temperature 70.0 C
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.171 kPa
Complex Modulus (G*) (for the 10 measurements) 1.428 kPa
Phase Angle (δ) (for the 10 cycles) 89.4 degree
Dynamic Shear, G*/sin(δ) 1.43 kPa

Test 4 of 6

DIME Test ID: 2020-09-30-19-4
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: 10/09/2020
Date Tested: 10/09/2020
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
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Temperature 70.0 C
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.362 kPa
Complex Modulus (G*) (for the 10 measurements) 3.621 kPa
Phase Angle (δ) (for the 10 cycles) 88.1 degree
Dynamic Shear, G*/sin(δ) 3.62 kPa

Test 5 of 6

DIME Test ID: 2020-09-30-19-5
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: 10/14/2020
Date Tested: 10/14/2020
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 and Specifications
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Temperature 34.0 C
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 53.107 kPa
Complex Modulus (G*) (for the 10 measurements) 5310.239 kPa
Phase Angle (δ) (for the 10 cycles) 61.0 degree
(G*) x sin(δ)= 4644 kPa

Test 6 of 6

DIME Test ID: 2020-09-30-19-7
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: 10/21/2020
Date Tested: 10/15/2020
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 and Specifications
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data
Maximum test bath temperature at 240 s no data
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 228.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.379

Tests Assigned to this Sample

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