Sample Record for 2020-10-05-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214527 DEA: 020H69U4 EFIS: 0218000060
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-10.9/11.2,42.9/43.3
Work Description: INSTALL ROCK FALL DRAPERY
Location Description: TRINITY COUNTY NEAR BURNT RANCH FROM 0.4 MILE EAST OF HENNESSEY ROAD TO 0.3 MILE WEST OF BURNT RANCH SCHOOL ROAD AND FROM 0.5 MILE WEST OF CANYON CREEK BRIDGE TO CANYON CREEK BRIDGE
Contractor Name: Access Limited Construction
Contractor Address: 1102 Pike Lane, Oceano, CA 93445
Resident Engineer: Sunil Repaka Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-10-05-12
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Authorization
Type of Material: Asphalt Binder
Sample Taken Date: 10/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: AB PG 58-34M#1 Test, #2() No test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA
Material Information
Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-10-05-12-1
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: 10/16/2020
Date Tested: 10/12/2020
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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172.810 grams
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Mass of container #1 before test (m1i)
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207.450 grams
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Mass of container #1 after test (m1f)
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207.180 grams
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Average mass change
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-0.779 percent
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Test 2 of 7
DIME Test ID: 2020-10-05-12-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/16/2020
Date Tested: 10/13/2020
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
3 cm
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% Elongation Recovery
|
85 %
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Test 3 of 7
DIME Test ID: 2020-10-05-12-3
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: 10/12/2020
Date Tested: 10/12/2020
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 and Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
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Original binder
|
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Test Plate Diameter
|
25 mm
|
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Test Gap
|
1 mm
|
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Test Frequency
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10.0 rad/s
|
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Strain Amplitude
|
12.00 %
|
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Stress Amplitude
|
0.323 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
62.2 degree
|
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Complex Modulus (G*) (for the 10 measurements)
|
2.690 kPa
|
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Test Temperature (Specimen 1)
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58.0 C
|
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Dynamic Shear, G*/sin(δ)
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3.04 kPa
|
Test 4 of 7
DIME Test ID: 2020-10-05-12-4
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)
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 10/12/2020.
Reason: retested
Test 5 of 7
DIME Test ID: 2020-10-05-12-5
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: 10/14/2020
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 and Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
|
Test Gap
|
2 mm
|
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Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
27.521 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
40.9 degree
|
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Complex Modulus (G*) (for the 10 measurements)
|
2751.493 kPa
|
|
Test Temperature (Specimen 1)
|
16.0 C
|
|
(G*) x sin(δ)=
|
1802 kPa
|
Test 6 of 7
DIME Test ID: 2020-10-05-12-6
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/16/2020
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
|
|
Maximum test bath temperature at 240 s
|
no data
|
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Time of test load application
|
no data HH:MM:SS
|
|
File name of test data
|
no data
|
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Time beam in bath
|
no data
|
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Time test started
|
no data HH:MM:SS
|
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Flags issued by software during test
|
no data
|
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Correlation coefficient (R²)
|
0
|
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Regression coefficient a
|
no data
|
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Regression coefficient b
|
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
|
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Deflection at time 0.5 s
|
0.000 µm
|
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Load at 60.0 s
|
0.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
124.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.311
|
Test 7 of 7
DIME Test ID: 2020-10-05-12-7
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: 10/12/2020
Date Tested: 10/12/2020
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 and Specifications
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
|
0.695 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
56.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
6.947 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
8.29 kPa
|
