Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213444 DEA: 060Q2804 EFIS: 0613000051
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99,178-23.8/R28.4,0.1
Work Description: RECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM
Location Description: KERN COUNTY IN BAKERSFIELD ON ROUTE 99 FROM 0.3 MILE SOUTH OF PALM AVENUE OVERCROSSING TO BEARDSLEY CANAL BRIDGE AND ON ROUTE 178 AT ROUTE 99/178 SEPARATION
Contractor Name: BROSAMER & WALL, INC.
Contractor Address: 1777 Oakland Blvd., Suite 300, Walnut Creek, CA 94596
Resident Engineer: Hugo Camberos Structure Rep.: Luis Melendez
DIME Sample ID: 2021-08-10-14
TL Number from the TL Form: c772209
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: 08/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tank at San Emidio
Performance Grade: PG 70-10
Modified: No
Lot number: 3
Sublot number: 18
Tank number:
Time of sample:
HMA Supplier: Vulcan
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-08-10-14-1
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: 08/30/2021
Date Tested: 08/22/2021
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:
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
|
169.465 grams
|
Mass of empty container #2
|
177.023 grams
|
Mass of container #1 before test (m1i)
|
205.264 grams
|
Mass of container #2 before test (m2i)
|
212.398 grams
|
Mass of container #1 after test (m1f)
|
205.255 grams
|
Mass of container #2 after test (m2f)
|
212.392 grams
|
Average mass change
|
-0.021 percent
|
DIME Test ID: 2021-08-10-14-2
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: 08/30/2021
Date Tested: 08/22/2021
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 ORG
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
|
0.184 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.530 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.53 kPa
|
DIME Test ID: 2021-08-10-14-3
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: 08/30/2021
Date Tested: 08/22/2021
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:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.250 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.499 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.50 kPa
|
DIME Test ID: 2021-08-10-14-4
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: 08/30/2021
Date Tested: 08/26/2021
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
|
Test Gap
|
2 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
1.00 %
|
Stress Amplitude
|
58.339 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
57.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
5833.889 kPa
|
Test Temperature (Specimen 1)
|
34.0 C
|
(G*) x sin(δ)=
|
4942 kPa
|
DIME Test ID: 2021-08-10-14-5
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: 08/30/2021
Date Tested: 08/26/2021
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
|
0.0 C
|
Maximum test bath temperature at 240 s
|
0.0 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
|
983.0 mN
|
Beam deflection 60.0 s
|
0.313 µm
|
Measured Stiffness Modulus 60.0 s
|
253.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
253.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.365
|