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Sample Record for 2026-01-16-40

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Project Information

Project ID: 1000786 DEA: 081J4504 EFIS: 0818000043 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-243-0.0/29.7
Work Description: HMA, THERMOPLASTIC TRAFFIC STRIPE, AND COLD PLANE AC PAVEMENT.
Location Description: RIVERSIDE COUNTY FROM ROUTE 74 AT MOUNTAIN CENTER TO ROUTE 10 IN BANNING
Contractor Name: ALL AMERICAN ASPHALT
Contractor Address: 400 EAST 6TH ST, CORONA, CA 92879
Resident Engineer: Md Rahman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-01-16-40
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: 01/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/21/2026
The quantity of what the sample constitutes: 1can
A brief description of the sample: JMF verification sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Perris

Material Information

Performance Grade: PG 58-22
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:

Test Results

Test 1 of 11

DIME Test ID: 2026-01-16-40-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 02/09/2026
Date Tested: 01/23/2026
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? Distillation
Soluble, percent 99.9 %
Insoluble, percent 1.0 %

Test 2 of 11

DIME Test ID: 2026-01-16-40-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 02/09/2026
Date Tested: 01/23/2026
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 8:50 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 58.7 %
Viscosity reading #1 (A) 0.285 Pa-s
Viscosity reading #2 (B) 0.294 Pa-s
Viscosity reading #3 (C) 0.294 Pa-s
Average viscosity 0.291 Pa-s

Test 3 of 11

DIME Test ID: 2026-01-16-40-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 02/09/2026
Date Tested: 01/23/2026
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:
Specific Gravity 1.015

Test 4 of 11

DIME Test ID: 2026-01-16-40-2
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: 02/09/2026
Date Tested: 01/23/2026
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
Mass of container #1 before test (m1i) 203.123 grams
Mass of container #2 before test (m2i) 206.204 grams
Mass of container #1 after test (m1f) 203.112 grams
Mass of container #2 after test (m2f) 206.193 grams
Average mass change -0.025 percent
Mass of empty container #1 168.201 grams
Mass of empty container #2 170.913 grams
Mass correction factor 0.006

Test 5 of 11

DIME Test ID: 2026-01-16-40-3
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: 02/09/2026
Date Tested: 01/23/2026
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) 88.8 degree
Dynamic Shear, G*/sin(δ) 3.08 kPa

Test 6 of 11

DIME Test ID: 2026-01-16-40-4
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: 02/09/2026
Date Tested: 01/23/2026
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) 87.5 degree
Dynamic Shear, G*/sin(δ) 5.95 kPa

Test 7 of 11

DIME Test ID: 2026-01-16-40-9
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 02/09/2026
Date Tested: 02/06/2026
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) 75 cm
Ductility of sample 75 cm

Test 8 of 11

DIME Test ID: 2026-01-16-40-8
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)
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: 213-792-4794
This test has been superseded on 02/11/2026. The corrected test ID is: 2026-01-16-40-11
Reason: retested

Test 9 of 11

DIME Test ID: 2026-01-16-40-7
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
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: 213-792-4794
This test has been superseded on 02/11/2026. The corrected test ID is: 2026-01-16-40-10
Reason: retested

Test 10 of 11

DIME Test ID: 2026-01-16-40-10
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: 02/20/2026
Date Tested: 02/07/2026
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:
The test was superseded from test ID: 2026-01-16-40-7
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 222.018 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.373

Test 11 of 11

DIME Test ID: 2026-01-16-40-11
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: 02/20/2026
Date Tested: 02/07/2026
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:
The test was superseded from test ID: 2026-01-16-40-8
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.