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Sample Record for 2021-08-23-25

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Project Information

Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,MOD-139,299-VAR
Work Description: PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location Description: LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Contractor Name: PAR ELECTRICAL CONTRACTORS INC
Contractor Address: 1465 WEST FOURTH STREET, RENO, NV 89503
Resident Engineer: Mike Zdenek Structure Rep.: Chris Brace

Sample Information

DIME Sample ID: 2021-08-23-25
TL Number from the TL Form: 854927
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2021
The quantity of what the sample constitutes: 1 OF 2 cans
A brief description of the sample: PG58-34M
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:
Asphalt Binder Supplier: Albina Asphalt - Klamath Falls Plant - Klamath Falls OR
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 7

DIME Test ID: 2021-08-23-25-1
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: 09/13/2021
Date Tested: 09/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications
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 #1 161.272 grams
Mass of empty container #2 181.129 grams
Mass of container #1 before test (m1i) 196.921 grams
Mass of container #2 before test (m2i) 216.536 grams
Mass of container #1 after test (m1f) 196.823 grams
Mass of container #2 after test (m2f) 216.433 grams
Average mass change -0.283 percent

Test 2 of 7

DIME Test ID: 2021-08-23-25-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/13/2021
Date Tested: 09/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications Original
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.190 kPa
Phase Angle (δ) (for the 10 cycles) 71.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.581 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 1.66 kPa

Test 3 of 7

DIME Test ID: 2021-08-23-25-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/13/2021
Date Tested: 09/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.416 kPa
Phase Angle (δ) (for the 10 cycles) 64.9 degree
Complex Modulus (G*) (for the 10 measurements) 4.160 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 4.59 kPa

Test 4 of 7

DIME Test ID: 2021-08-23-25-4
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/13/2021
Date Tested: 09/08/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications 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 1.00 %
Stress Amplitude 48.079 kPa
Phase Angle (δ) (for the 10 cycles) 40.5 degree
Complex Modulus (G*) (for the 10 measurements) 4806.429 kPa
Test Temperature 16.0 C
(G*) x sin(δ)= 3122 kPa

Test 5 of 7

DIME Test ID: 2021-08-23-25-5
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/13/2021
Date Tested: 09/09/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -24.0 C
Maximum test bath temperature at 240 s -24.0 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) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 127.000 mPa
Estimated Stiffness Modulus 60.0 s 128.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.375

Test 6 of 7

DIME Test ID: 2021-08-23-25-6
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/13/2021
Date Tested: 09/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications +6C
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.227 kPa
Phase Angle (δ) (for the 10 cycles) 66.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.268 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 2.47 kPa

Test 7 of 7

DIME Test ID: 2021-08-23-25-7
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/13/2021
Date Tested: 09/09/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: due to polymer shortage/as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.