Sample Record for 2021-03-18-23
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 55555 DEA: AMRL EFIS: AMRL
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2021-03-18-23
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Proficiency
Type of Material: Asphalt Binder
Sample Taken Date: 03/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/26/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: 264(B) PSP PERFORMANCE GRADED
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AASHTO resource PSP
Material Information
Performance Grade: PG 70-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: AASHTO Resource - Frederick MD
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 21
DIME Test ID: 2021-03-18-23-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 05/18/2021
Date Tested: 04/27/2021
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: Specific Gravity - A1
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 21
DIME Test ID: 2021-03-18-23-2
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 05/18/2021.
Reason: retested
Test 3 of 21
DIME Test ID: 2021-03-18-23-3
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/18/2021
Date Tested: 04/27/2021
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: ER - A1
Test Result Compliance:
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
13 cm
|
|
% Elongation Recovery
|
35 %
|
Test 4 of 21
DIME Test ID: 2021-03-18-23-4
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: 05/18/2021
Date Tested: 04/27/2021
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: A
Test Result Compliance:
Additional Comments When Verified:
|
Is mass change based on one or two containers?
|
Two
|
|
Any material loss from containers during heating process/testing?
|
Yes
|
|
Mass of empty container #1
|
174.704 grams
|
|
Mass of empty container #2
|
176.357 grams
|
|
Mass of container #1 before test (m1i)
|
209.745 grams
|
|
Mass of container #2 before test (m2i)
|
211.730 grams
|
|
Mass of container #1 after test (m1f)
|
209.688 grams
|
|
Mass of container #2 after test (m2f)
|
211.675 grams
|
|
Average mass change
|
-0.159 percent
|
Test 5 of 21
DIME Test ID: 2021-03-18-23-5
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: 05/18/2021
Date Tested: 04/27/2021
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: RTFO - A1
Test Result Compliance:
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
|
0.284 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.841 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.87 kPa
|
Test 6 of 21
DIME Test ID: 2021-03-18-23-6
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 05/18/2021
Date Tested: 04/27/2021
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: MSCR - A1
Test Result Compliance:
Additional Comments When Verified:
|
PG test temperature
|
70.0 C
|
|
Average percent recovery at 0.1 kPa
|
5.0200 %
|
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
|
Nonrecoverable creep compliance
|
3.2862
|
|
Nonrecoverable creep compliance
|
3.8926
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
18.4500 %
|
Test 7 of 21
DIME Test ID: 2021-03-18-23-7
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/18/2021
Date Tested: 04/29/2021
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: PAV - A1
Test Result Compliance:
Additional Comments When Verified:
|
Test Plate Diameter
|
8.0 mm
|
|
Test Gap
|
2 µm
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
30 kPa
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3071.123 kPa
|
|
Phase
|
PAV residue
|
|
Phase Angle (δ) (for the 10 cycles)
|
52.0 degree
|
|
Dynamic Shear, G*/sin(δ)
|
3897.31 kPa
|
|
(G*) x sin(δ)=
|
2420 kPa
|
Test 8 of 21
DIME Test ID: 2021-03-18-23-8
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: 05/18/2021
Date Tested: 04/29/2021
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: BBR - A1
Test Result Compliance:
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-12.0 C
|
|
Maximum test bath temperature at 240 s
|
-12.0 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
|
998.0 mN
|
|
Beam deflection 60.0 s
|
0.402 µm
|
|
Measured Stiffness Modulus 60.0 s
|
200.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
200.000 mPa
|
|
Difference between stiffness moduli 60.0 s
|
0.00 %
|
|
Estimated m-value 60.0 s
|
0.336
|
Test 9 of 21
DIME Test ID: 2021-03-18-23-9
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: 05/18/2021
Date Tested: 04/27/2021
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: Original - A2
Test Result Compliance:
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
|
0.143 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.190 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.19 kPa
|
Test 10 of 21
DIME Test ID: 2021-03-18-23-10
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: 05/18/2021
Date Tested: 04/27/2021
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: Original - A3
Test Result Compliance:
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
|
0.148 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.231 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.23 kPa
|
Test 11 of 21
DIME Test ID: 2021-03-18-23-11
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: 05/18/2021
Date Tested: 04/27/2021
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: RTFO - A2
Test Result Compliance:
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
|
0.271 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.706 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.73 kPa
|
Test 12 of 21
DIME Test ID: 2021-03-18-23-12
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: 05/18/2021
Date Tested: 04/27/2021
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: RTFO - A3
Test Result Compliance:
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
|
0.279 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.794 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.82 kPa
|
Test 13 of 21
DIME Test ID: 2021-03-18-23-13
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: 05/18/2021
Date Tested: 04/29/2021
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: PAV - A2
Test Result Compliance:
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
|
35.198 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
52.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3519.352 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
2777 kPa
|
Test 14 of 21
DIME Test ID: 2021-03-18-23-14
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: 05/18/2021
Date Tested: 04/29/2021
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: PAV - A3
Test Result Compliance:
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
|
34.679 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
52.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3467.382 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
2736 kPa
|
Test 15 of 21
DIME Test ID: 2021-03-18-23-15
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 05/18/2021
Date Tested: 04/27/2021
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: MSCR - A2
Test Result Compliance:
Additional Comments When Verified:
|
PG test temperature
|
70.0 C
|
|
Average percent recovery at 0.1 kPa
|
5.5300 %
|
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
|
Nonrecoverable creep compliance
|
2.9852
|
|
Nonrecoverable creep compliance
|
3.5486
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
18.8700 %
|
Test 16 of 21
DIME Test ID: 2021-03-18-23-16
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 05/18/2021
Date Tested: 04/27/2021
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: MSCR - A3
Test Result Compliance:
Additional Comments When Verified:
|
PG test temperature
|
70.0 C
|
|
Average percent recovery at 0.1 kPa
|
5.7800 %
|
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
|
Nonrecoverable creep compliance
|
2.9926
|
|
Nonrecoverable creep compliance
|
3.5853
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
19.8100 %
|
Test 17 of 21
DIME Test ID: 2021-03-18-23-19
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: 05/18/2021
Date Tested: 04/27/2021
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: Original - A1
Test Result Compliance:
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
|
0.140 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.170 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.17 kPa
|
Test 18 of 21
DIME Test ID: 2021-03-18-23-20
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: 05/18/2021
Date Tested: 04/29/2021
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: BBR - A2
Test Result Compliance:
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-12.0 C
|
|
Maximum test bath temperature at 240 s
|
-12.0 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
|
959.0 mN
|
|
Beam deflection 60.0 s
|
0.405 µm
|
|
Measured Stiffness Modulus 60.0 s
|
191.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
191.000 mPa
|
|
Difference between stiffness moduli 60.0 s
|
0.00 %
|
|
Estimated m-value 60.0 s
|
0.346
|
Test 19 of 21
DIME Test ID: 2021-03-18-23-21
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/18/2021
Date Tested: 04/27/2021
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: ER - A2
Test Result Compliance:
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
13 cm
|
|
% Elongation Recovery
|
35 %
|
Test 20 of 21
DIME Test ID: 2021-03-18-23-22
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/18/2021
Date Tested: 04/27/2021
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: ER - A3
Test Result Compliance:
Additional Comments When Verified:
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Final Reading from the testing machine (X)
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13 cm
|
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% Elongation Recovery
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35 %
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Test 21 of 21
DIME Test ID: 2021-03-18-23-23
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 05/18/2021
Date Tested: 04/27/2021
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: Specific Gravity - A 2
Test Result Compliance:
Additional Comments When Verified:
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2021-03-18-23-24 | 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) | 05/18/2021 | Not scheduled | Juan Gomez | CT HQ - Sacramento Asphalt Binder Laboratory | | |
40942
