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Sample Record for 2025-06-09-91

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Project Information

Project ID: 1000282 DEA: 033G0704 EFIS: 0323000121 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-32-31.5/37.8
Work Description: COLD PLANE AND PLACE HMA.
Location Description: BUTTE COUNTY FROM 1.6 MILES NORTH OF 120G/PLATT MOUNTAIN ROAD TO TEHAMA COUNTY LINE
Contractor Name: LAMON CONSTRUCTION CO., INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-09-91
TL Number from the TL Form: 778836
Sample Submitted By Organization: Atlas - Denver
Sample Organization Contact: 303-975-9959
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 06/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025
The quantity of what the sample constitutes: 1
A brief description of the sample: 1 can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Teichert Hallwood
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton 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: 2025-06-09-91-1
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: 07/23/2025
Date Tested: 07/14/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.06 %
Stress Amplitude 0.178 kPa
Phase Angle (δ) (for the 10 cycles) 87.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.474 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.48 kPa

Test 2 of 7

DIME Test ID: 2025-06-09-91-2
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: 07/23/2025
Date Tested: 07/15/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.05 %
Stress Amplitude 0.371 kPa
Phase Angle (δ) (for the 10 cycles) 84.1 degree
Complex Modulus (G*) (for the 10 measurements) 3.692 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.71 kPa

Test 3 of 7

DIME Test ID: 2025-06-09-91-3
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: 07/23/2025
Date Tested: 07/16/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.01 %
Stress Amplitude 63.946 kPa
Phase Angle (δ) (for the 10 cycles) 44.3 degree
Complex Modulus (G*) (for the 10 measurements) 6362.600 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 4444 kPa

Test 4 of 7

DIME Test ID: 2025-06-09-91-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/23/2025
Date Tested: 07/16/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: DUCT
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Three
Ductility of test #1 (D1) 150 cm
Ductility of test #2 (D2) 150 cm
Ductility of test #3 (D3) 150 cm
Ductility of sample 150 cm

Test 5 of 7

DIME Test ID: 2025-06-09-91-5
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: 07/23/2025
Date Tested: 07/23/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: MASS CHANGE
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) 206.046 grams
Mass of container #2 before test (m2i) 204.669 grams
Mass of container #1 after test (m1f) 205.929 grams
Mass of container #2 after test (m2f) 204.661 grams
Average mass change -0.15 percent
Mass of empty container #1 171.439 grams
Mass of empty container #2 169.61 grams
Mass correction factor 0.03

Test 6 of 7

DIME Test ID: 2025-06-09-91-6
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: 07/23/2025
Date Tested: 07/16/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -12.1 C
Maximum test bath temperature at 240 s -11.9 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
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 170 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.308

Test 7 of 7

DIME Test ID: 2025-06-09-91-7
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/23/2025
Date Tested: 07/16/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: VISCOSITY
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? cP
Time of test 00:00 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size .463 in
Torque 10.9 %
Viscosity reading #1 (A) 273.1 cP
Viscosity reading #2 (B) 273.2 cP
Viscosity reading #3 (C) 273.2 cP
Average viscosity 0.273 Pa-s