Sample Record for 2021-04-07-22
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212914 DEA: 031E0604 EFIS: 0312000068
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-15.5/16.5
Work Description: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location Description: NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Manoharan Selvendran Structure Rep.: Travis Christie
Sample Information
DIME Sample ID: 2021-04-07-22
TL Number from the TL Form: 741861
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: 04/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
Material Information
Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Teichert Hollwood
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 6
DIME Test ID: 2021-04-07-22-1
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: 05/28/2021
Date Tested: 05/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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:
|
Is mass change based on one or two containers?
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Two
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Any material loss from containers during heating process/testing?
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No
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Mass of empty container #1
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179.016 grams
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Mass of empty container #2
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169.585 grams
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Mass of container #1 before test (m1i)
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214.143 grams
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Mass of container #2 before test (m2i)
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204.858 grams
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Mass of container #1 after test (m1f)
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214.013 grams
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Mass of container #2 after test (m2f)
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204.731 grams
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Average mass change
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-0.365 percent
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Test 2 of 6
DIME Test ID: 2021-04-07-22-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
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: (916) 227-7302
This test has been superseded on 05/28/2021.
Reason: retested
Test 3 of 6
DIME Test ID: 2021-04-07-22-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/28/2021
Date Tested: 05/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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:
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Phase
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RTFO residue
|
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Test Plate Diameter
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25 mm
|
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Test Gap
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1 mm
|
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Test Frequency
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10.0 rad/s
|
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Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.373 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.1 degree
|
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Complex Modulus (G*) (for the 10 measurements)
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3.727 kPa
|
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Test Temperature (Specimen 1)
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64.0 C
|
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Dynamic Shear, G*/sin(δ)
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3.75 kPa
|
Test 4 of 6
DIME Test ID: 2021-04-07-22-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/28/2021
Date Tested: 05/18/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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
|
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Test Gap
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2 mm
|
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Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
49.295 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
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49.4 degree
|
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Complex Modulus (G*) (for the 10 measurements)
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4929.562 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
3743 kPa
|
Test 5 of 6
DIME Test ID: 2021-04-07-22-5
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: 05/28/2021
Date Tested: 05/25/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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:
|
Minimum test bath temperature at 240 s
|
-6.0 C
|
|
Maximum test bath temperature at 240 s
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-6.0 C
|
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Time of test load application
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no data HH:MM:SS
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File name of test data
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no data
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Time beam in bath
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no data
|
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Time test started
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no data HH:MM:SS
|
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Flags issued by software during test
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no data
|
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Correlation coefficient (R²)
|
0
|
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Regression coefficient a
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no data
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Regression coefficient b
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no data
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|
Regression coefficient c
|
no data
|
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Load at time 0.0
|
0.0 mN
|
|
Deflection at time 0.0 s
|
0.000 µm
|
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Load at time 0.5 s
|
0.0 mN
|
|
Deflection at time 0.5 s
|
0.000 µm
|
|
Load at 60.0 s
|
980.0 mN
|
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Beam deflection 60.0 s
|
0.799 µm
|
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Measured Stiffness Modulus 60.0 s
|
98.900 mPa
|
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Estimated Stiffness Modulus 60.0 s
|
98.900 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.364
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Test 6 of 6
DIME Test ID: 2021-04-07-22-6
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/28/2021
Date Tested: 05/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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
|
0.177 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.478 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.48 kPa
|
