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Sample Record for 2024-11-04-60

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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: 2024-11-04-60
TL Number from the TL Form: 858137
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: 11/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2024
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-11-04-60-10
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 01/29/2025
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 14.6 %
Viscosity reading #1 (A) 0.4 Pa-s
Viscosity reading #2 (B) 0.4 Pa-s
Viscosity reading #3 (C) 0.4 Pa-s
Average viscosity 0.4 Pa-s

Test 2 of 5

DIME Test ID: 2024-11-04-60-11
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: 01/29/2025
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 #1 172.825 grams
Mass of empty container #2 168.018 grams
Mass of container #1 before test (m1i) 208.599 grams
Mass of container #2 before test (m2i) 202.99 grams
Mass of container #1 after test (m1f) 208.525 grams
Mass of container #2 after test (m2f) 202.915 grams
Average mass change -0.211 percent

Test 3 of 5

DIME Test ID: 2024-11-04-60-12
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: 01/29/2025
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 0.273 kPa
Phase Angle (δ) (for the 10 cycles) 85.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.266 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.27 kPa

Test 4 of 5

DIME Test ID: 2024-11-04-60-13
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: 01/29/2025
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 0.554 kPa
Phase Angle (δ) (for the 10 cycles) 82.0 degree
Complex Modulus (G*) (for the 10 measurements) 5.509 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 5.56 kPa

Test 5 of 5

DIME Test ID: 2024-11-04-60-15
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 01/29/2025
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: 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 %