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Sample Record for 2026-06-02-57

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Project Information

Project ID: 1000785 DEA: 081J3204 EFIS: 0818000017 COOP: NONE QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-17.8
Work Description: BUILDING WORK, WROUGHT IRON FENCE, HOT MIX ASPHALT, & AGGREGATE BASE.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE AT LAKE ELSINORE MAINTENANCE STATION AT 18745 CONARD AVENUE
Contractor Name: NATIONWIDE CONTRACTING SERVICES, INC. DBA NATIONWIDE GENERAL CONSTRUCTION SERVICES
Contractor Address: 7660 liberty drive, Huntington beach, CA, 92647
Resident Engineer: Jason Shbaita Structure Rep.: Al Alina AlHakem

Sample Information

DIME Sample ID: 2026-06-02-57
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: 06/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2026
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: All American Asphalt Corona

Material Information

Performance Grade: PG 64-10
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): 9

Test Results

Test

DIME Test ID: 2026-06-02-57-4
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: 07/07/2026
Date Tested: 06/05/2026
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) 86.8 degree
Dynamic Shear, G*/sin(δ) 1.33 kPa

Test

DIME Test ID: 2026-06-02-57-3
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: 07/07/2026
Date Tested: 06/05/2026
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) 83.3 degree
Dynamic Shear, G*/sin(δ) 3.85 kPa

Test

DIME Test ID: 2026-06-02-57-2
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: 07/07/2026
Date Tested: 06/05/2026
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:
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 data
Mass of container #1 before test (m1i) 203.337 grams
Mass of container #2 before test (m2i) 207.039 grams
Mass of container #1 after test (m1f) 203.235 grams
Mass of container #2 after test (m2f) 206.937 grams
Average mass change -0.284 percent
Mass of empty container #1 168.206 grams
Mass of empty container #2 171.92 grams
Mass correction factor 0.006

Test

DIME Test ID: 2026-06-02-57-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/07/2026
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 97 cm
Ductility of sample 97 cm

Test

DIME Test ID: 2026-06-02-57-8
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 07/07/2026
Date Tested: 07/02/2026
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 45.617 MPa
Estimated m-value 60.0 s 0.435
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: 2026-06-02-57-9
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: 07/07/2026
Date Tested: 07/02/2026
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) 47.9 degree
(G*) x sin(δ)= 2398 kPa

Test

DIME Test ID: 2026-06-02-57-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 07/07/2026
Date Tested: 06/05/2026
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: not applicable
Additional Comments When Verified:
Specific Gravity 1.016

Test

DIME Test ID: 2026-06-02-57-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/07/2026
Date Tested: 06/05/2026
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:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 8:12 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 72.8 %
Viscosity reading #1 (A) 0.361 Pa-s
Viscosity reading #2 (B) 0.365 Pa-s
Viscosity reading #3 (C) 0.365 Pa-s
Average viscosity 0.364 Pa-s

Test

DIME Test ID: 2026-06-02-57-6
Test Method: AASHTO T44-23: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 07/07/2026
Date Tested: 06/08/2026
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:
Was test performed on residue from distillation or evaporation? NA
Soluble, percent 99.70 %
Insoluble, percent 0.30 %