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Sample Record for 2026-05-20-103

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Project Information

Project ID: 1001669 DEA: 09379004 EFIS: 0919000004 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R65.0/76.0
Work Description: FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS.
Location Description: INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE
Contractor Name: ROAD AND HIGHWAY BUILDERS LLC
Contractor Address: 950 E MUSTANG RD, SPARKS NV 89434
Resident Engineer: Garrett Rottner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-05-20-103
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: 05/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2026
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: Bishop,CA Landfill

Material Information

Performance Grade: PG 58-34 M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type:
HMA Supplier Mix ID Number:
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2026-05-20-103-1
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: 06/19/2026
Date Tested: 06/18/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 53.1 degree
Dynamic Shear, G*/sin(δ) 3.01 kPa

Test

DIME Test ID: 2026-05-20-103-2
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: 06/19/2026
Date Tested: 06/18/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 58.3 degree
Dynamic Shear, G*/sin(δ) 1.29 kPa

Test

DIME Test ID: 2026-05-20-103-3
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 06/30/2026
Date Tested: 06/25/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
% Elongation Recovery 96 %

Test

DIME Test ID: 2026-05-20-103-4
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/30/2026
Date Tested: 06/29/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Maximum test bath temperature at 240 S 0.0 C
Minimum test bath temperature at 240 S 0.0 C
Estimated Stiffness Modulus 8.0 s 0.000 MPa
Estimated m-value 8.0 s 0.000
Estimated Stiffness Modulus 15.0 s 0.000 MPa
Estimated m-value 15.0 s 0.000
Estimated Stiffness Modulus 30.0 s 0.000 MPa
Estimated m-value 30.0 s 0.000
Estimated Stiffness Modulus 60.0 s 130.322 MPa
Estimated m-value 60.0 s 0.306
Estimated Stiffness Modulus 120.0 s 0.000 MPa
Estimated m-value 120.0 s 0.000
Estimated Stiffness Modulus 240.0 s 0.000 MPa
Estimated m-value 240.0 s 0.000

Test

DIME Test ID: 2026-05-20-103-5
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: 06/30/2026
Date Tested: 06/29/2026
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: (213) 792-4797
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) 40.4 degree
(G*) x sin(δ)= 1514 kPa