Sample Record for 2020-09-30-13
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214731 DEA: 051M0004 EFIS: 0519000047
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.5/R21.5
Work Description: COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE, CA 93425
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-09-30-13
TL Number from the TL Form: 200930E
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: 09/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: #25 Test, #24(200929E), #26(201001E) No Test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey Plant
Material Information
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-09-30-13-1
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: 10/21/2020
Date Tested: 10/07/2020
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:
|
Is mass change based on one or two containers?
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One
|
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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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179.440 grams
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Mass of container #1 before test (m1i)
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213.970 grams
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Mass of container #1 after test (m1f)
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213.950 grams
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Average mass change
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-0.058 percent
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Test 2 of 7
DIME Test ID: 2020-09-30-13-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/21/2020
Date Tested: 10/07/2020
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 specs
Test Result Compliance: complies
Additional Comments When Verified:
|
Is a normal test obtainable?
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Yes
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Number of replicates tested
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One
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Ductility of test #1 (D1)
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75 cm
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Ductility of sample
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75 cm
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Test 3 of 7
DIME Test ID: 2020-09-30-13-3
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: 10/06/2020
Date Tested: 10/06/2020
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:
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Phase
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Original binder
|
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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
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12.00 %
|
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Stress Amplitude
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0.169 kPa
|
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Phase Angle (δ) (for the 10 cycles)
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89.3 degree
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Complex Modulus (G*) (for the 10 measurements)
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1.412 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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1.41 kPa
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Test 4 of 7
DIME Test ID: 2020-09-30-13-4
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: 10/07/2020
Date Tested: 10/07/2020
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:
|
Phase
|
RTFO residue
|
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Test Plate Diameter
|
25 mm
|
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Test Gap
|
1 mm
|
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Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.240 kPa
|
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Phase Angle (δ) (for the 10 cycles)
|
88.4 degree
|
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Complex Modulus (G*) (for the 10 measurements)
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2.403 kPa
|
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Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
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2.40 kPa
|
Test 5 of 7
DIME Test ID: 2020-09-30-13-5
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: 10/21/2020
Date Tested: 10/09/2020
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:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
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Test Gap
|
2 mm
|
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Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
50.291 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
58.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
5028.503 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
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(G*) x sin(δ)=
|
4297 kPa
|
Test 6 of 7
DIME Test ID: 2020-09-30-13-6
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
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 10/21/2020.
Reason: retested
Test 7 of 7
DIME Test ID: 2020-09-30-13-7
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: 10/21/2020
Date Tested: 10/14/2020
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
|
no data
|
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Maximum test bath temperature at 240 s
|
no data
|
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Time of test load application
|
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
|
no data
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Time test started
|
no data HH:MM:SS
|
|
Flags issued by software during test
|
no data
|
|
Correlation coefficient (R²)
|
0
|
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Regression coefficient a
|
no data
|
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Regression coefficient b
|
no data
|
|
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
|
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Deflection at time 0.5 s
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0.000 µm
|
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Load at 60.0 s
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0.0 mN
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Beam deflection 60.0 s
|
0.000 µm
|
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Measured Stiffness Modulus 60.0 s
|
180.000 mPa
|
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Estimated Stiffness Modulus 60.0 s
|
no data
|
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Difference between stiffness moduli 60.0 s
|
no data
|
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Estimated m-value 60.0 s
|
0.377
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