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Sample Record for 2025-08-14-72

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Project Information

Project ID: 1000996 DEA: 101S6404 EFIS: 1024000105 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-165-L0.0/7.0,8.7/16.5
Work Description: RESURFACE PAVEMENT WITH RHMA AND HMA.
Location Description: MERCED COUNTY IN AND NEAR LOS BANOS FROM 0.3 MILE SOUTH OF POLE LINE ROAD TO 0.2 MILE SOUTH OF MASON ROAD AND FROM 0.1 MILE SOUTH OF CANAL FARM LANE TO 1.4 MILES NORTH OF WOLFSEN ROAD
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Jagga Dhami Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-14-72
TL Number from the TL Form:
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: 08/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 3/4 WMA-SP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Santa Fe Aggregate

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Teichert- Santa Fe Aggregates
Certified Asphalt Supplier: Albina Asphalt - Chowchilla 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: 2025-08-14-72-1
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: 10/03/2025
Date Tested: 09/19/2025
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: Original
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 0.172 kPa
Phase Angle (δ) (for the 10 cycles) 84.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.425 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.43 kPa

Test 2 of 7

DIME Test ID: 2025-08-14-72-2
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: 10/03/2025
Date Tested: 09/29/2025
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 0.322 kPa
Phase Angle (δ) (for the 10 cycles) 80.8 degree
Complex Modulus (G*) (for the 10 measurements) 3.200 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.24 kPa

Test 3 of 7

DIME Test ID: 2025-08-14-72-4
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: 10/03/2025
Date Tested: 09/24/2025
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: does not comply
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 69.913 kPa
Phase Angle (δ) (for the 10 cycles) 46.7 degree
Complex Modulus (G*) (for the 10 measurements) 6956.263 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 5063 kPa

Test 4 of 7

DIME Test ID: 2025-08-14-72-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/03/2025
Date Tested: 09/26/2025
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: Elastic Recovery
Test Result Compliance: does not comply
Additional Comments When Verified:
% Elongation Recovery 37 %

Test 5 of 7

DIME Test ID: 2025-08-14-72-6
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: 10/03/2025
Date Tested: 09/26/2025
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) 206.826 grams
Mass of container #2 before test (m2i) 205.404 grams
Mass of container #1 after test (m1f) 206.754 grams
Mass of container #2 after test (m2f) 205.322 grams
Average mass change -0.191 percent
Mass of empty container #1 172.128 grams
Mass of empty container #2 170.386 grams
Mass correction factor 0.03

Test 6 of 7

DIME Test ID: 2025-08-14-72-7
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/03/2025
Date Tested: 09/25/2025
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: does not comply
Additional Comments When Verified:
Minimum test bath temperature at 240 s -18.1 C
Maximum test bath temperature at 240 s -17.9 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 378.5 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.281

Test 7 of 7

DIME Test ID: 2025-08-14-72-8
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/03/2025
Date Tested: 09/26/2025
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 @135C
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 134.9 C
Speed 20 rpm
Spindle size .463 in
Torque 17.3 %
Viscosity reading #1 (A) 432.5 cP
Viscosity reading #2 (B) 432.5 cP
Viscosity reading #3 (C) 432.5 cP
Average viscosity 0.432 Pa-s