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Sample Record for 2024-10-03-99

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Project Information

Project ID: 994319 DEA: 023J7104 EFIS: 0222000076 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-8.7/12.9
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING.
Location Description: PLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-03-99
TL Number from the TL Form: 823633
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 10/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2024
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: PG 58-34 M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina - Klamath Falls, OR

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2024-10-03-99-10
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 01/10/2025
Date Tested: 12/20/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.244 kPa
Phase Angle (δ) (for the 10 cycles) 71.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.025 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.14 kPa

Test 2 of 8

DIME Test ID: 2024-10-03-99-11
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 01/10/2025
Date Tested: 12/20/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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
Any material loss from containers during heating process/testing? No
Mass of empty container #1 173.977 grams
Mass of empty container #2 174.295 grams
Mass of container #1 before test (m1i) 208.601 grams
Mass of container #2 before test (m2i) 209.103 grams
Mass of container #1 after test (m1f) 208.435 grams
Mass of container #2 after test (m2f) 208.93 grams
Average mass change -0.488 percent

Test 3 of 8

DIME Test ID: 2024-10-03-99-12
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 01/10/2025
Date Tested: 12/20/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.469 kPa
Phase Angle (δ) (for the 10 cycles) 66.4 degree
Complex Modulus (G*) (for the 10 measurements) 4.665 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 5.09 kPa

Test 4 of 8

DIME Test ID: 2024-10-03-99-13
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 01/10/2025
Date Tested: 12/20/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 46.914 kPa
Phase Angle (δ) (for the 10 cycles) 48.9 degree
Complex Modulus (G*) (for the 10 measurements) 4667.840 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 3518 kPa

Test 5 of 8

DIME Test ID: 2024-10-03-99-14
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 01/10/2025
Date Tested: 12/20/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: FLASH POINT
Test Result Compliance: complies
Additional Comments When Verified:
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg) Celsius and kilopascals
Observed Flash Point 306 C
Ambient Barometric Pressure 103 kP
Cleveland Open-Cup Flash Point in Celsius 306 C

Test 6 of 8

DIME Test ID: 2024-10-03-99-15
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 01/10/2025
Date Tested: 12/20/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: VISC
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 00:00 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 0.66 in
Torque 26.7 %
Viscosity reading #1 (A) 0.7 Pa-s
Viscosity reading #2 (B) 0.7 Pa-s
Viscosity reading #3 (C) 0.7 Pa-s
Average viscosity 0.7 Pa-s

Test 7 of 8

DIME Test ID: 2024-10-03-99-16
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 01/10/2025
Date Tested: 01/07/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: SOLUBILITY
Test Result Compliance: complies
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation? Evaporation
Soluble, percent 99.9 %
Insoluble, percent 0.0 %

Test 8 of 8

DIME Test ID: 2024-10-03-99-17
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: 01/15/2025
Date Tested: 12/20/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: BBR
Test Result Compliance: does not comply
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 328 MPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.292