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Sample Record for 2025-09-25-90

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

Project Information

Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-91.6/100.8
Work Description: CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS.
Location Description: INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168
Contractor Name: ROAD AND HIGHWAY BUILDERS, LLC.
Contractor Address: P.O. Box 70846, Reno, N V, 89570
Resident Engineer: Adam Zumstein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-25-90
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 09/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/29/2025
The quantity of what the sample constitutes: 1can
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HOT PLANT

Material Information

Performance Grade: PG 58-34
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Centennial Asphalt - Bakersfield 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: 2025-09-25-90-2
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 11/04/2025
Date Tested: 11/03/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Is mass change correction factor needed? Yes
Any material loss from containers during heating process/testing? No
Mass of container #1 before test (m1i) 207.605 grams
Mass of container #2 before test (m2i) 206.64 grams
Mass of container #1 after test (m1f) 207.46 grams
Mass of container #2 after test (m2f) 206.494 grams
Average mass change -0.41 percent
Mass of empty container #1 172.803 grams
Mass of empty container #2 171.535 grams
Mass correction factor 0.006

Test 2 of 7

DIME Test ID: 2025-09-25-90-3
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/04/2025
Date Tested: 11/03/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 64.7 degree
Dynamic Shear, G*/sin(δ) 1.39 kPa

Test 3 of 7

DIME Test ID: 2025-09-25-90-4
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/04/2025
Date Tested: 11/03/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 57.5 degree
Dynamic Shear, G*/sin(δ) 3.59 kPa

Test 4 of 7

DIME Test ID: 2025-09-25-90-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 12/16/2025
Date Tested: 11/07/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
% Elongation Recovery 86 %

Test 5 of 7

DIME Test ID: 2025-09-25-90-7
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 12/16/2025
Date Tested: 12/06/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 40.9 degree
(G*) x sin(δ)= 1904 kPa

Test 6 of 7

DIME Test ID: 2025-09-25-90-8
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 12/16/2025
Date Tested: 12/06/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
% Elongation Recovery 86 %

Test 7 of 7

DIME Test ID: 2025-09-25-90-9
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 12/16/2025
Date Tested: 12/06/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s no data
Estimated Stiffness Modulus 60.0 s 188.224 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.349