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Sample Record for 2026-04-08-43

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Project Information

Project ID: 995494 DEA: 081K4904 EFIS: 0819000050 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R105.1/R105.9
Work Description: BUILDING WORK, HMA, AND TEMPORARY PORTABLE SANITARY FACILITIES.
Location Description: SAN BERNARDINO COUNTY ABOUT 36 MILES WEST OF NEEDLES FROM 2.1 MILES TO 1.3 MILES WEST OF GOFFS ROAD UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe Street, Indio, CA 92203
Resident Engineer: Anthony Doan Structure Rep.: Alejandrino Naime

Sample Information

DIME Sample ID: 2026-04-08-43
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: 04/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2026
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: Granite-Desert Hot Springs

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Wilmington Refinery - Wilmington CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type:
HMA Supplier Mix ID Number:
Test results on following page(s): 4

Test Results

Test

DIME Test ID: 2026-04-08-43-1
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: 07/08/2026
Date Tested: 04/14/2026
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: (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) 81.2 degree
Dynamic Shear, G*/sin(δ) 4.03 kPa

Test

DIME Test ID: 2026-04-08-43-2
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: 07/08/2026
Date Tested: 04/14/2026
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: (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) 85.8 degree
Dynamic Shear, G*/sin(δ) 1.46 kPa

Test

DIME Test ID: 2026-04-08-43-3
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 07/08/2026
Date Tested: 07/07/2026
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: (909) 829-3029
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 85.535 MPa
Estimated m-value 60.0 s 0.366
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: 2026-04-08-43-4
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: 07/08/2026
Date Tested: 07/07/2026
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: (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) 47.8 degree
(G*) x sin(δ)= 2582 kPa