Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215554 DEA: 061A9004 EFIS: 0621000018
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-4.4/R15.8
Work Description: COLD PLANE & PLACE HMA & INDIVIDUAL SLAB REPLACEMENT.
Location Description: KERN COUNTY AT GRAPEVINE FROM 0.4 MILE NORTH OF LEBEC ROAD OVERCROSSING TO ROUTES 5/99 SEPARATION
Contractor Name: RV Concrete
Contractor Address: 605 E. Commercial St., Anaheim, CA 92801
Resident Engineer: Isidro Perez Structure Rep.: Unknown
DIME Sample ID: 2021-08-23-23
TL Number from the TL Form: 772218
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: 08/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: Asphalt Binder PG 70-10
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA
Performance Grade: PG 70-10
Modified: No
Lot number: 1
Sublot number: 4
Tank number: 32001
Time of sample:
HMA Supplier: Vulcan Materials
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-08-23-23-1
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: 09/21/2021
Date Tested: 09/08/2021
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 mass change
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
|
164.586 grams
|
Mass of empty container #2
|
173.812 grams
|
Mass of container #1 before test (m1i)
|
200.016 grams
|
Mass of container #2 before test (m2i)
|
208.838 grams
|
Mass of container #1 after test (m1f)
|
199.943 grams
|
Mass of container #2 after test (m2f)
|
208.843 grams
|
Average mass change
|
-0.096 percent
|
DIME Test ID: 2021-08-23-23-2
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: 09/21/2021
Date Tested: 09/07/2021
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
|
0.154 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.281 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.28 kPa
|
DIME Test ID: 2021-08-23-23-3
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: 09/21/2021
Date Tested: 09/07/2021
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
|
0.330 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.302 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.30 kPa
|
DIME Test ID: 2021-08-23-23-5
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: 10/12/2021
Date Tested: 09/14/2021
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
|
-0.1 C
|
Maximum test bath temperature at 240 s
|
0.1 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
|
996.0 mN
|
Beam deflection 60.0 s
|
0.289 µm
|
Measured Stiffness Modulus 60.0 s
|
278.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
278.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.330
|
DIME Test ID: 2021-08-23-23-7
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: 10/12/2021
Date Tested: 09/14/2021
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: not applicable
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
|
74.312 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
58.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
7429.587 kPa
|
Test Temperature (Specimen 1)
|
34.0 C
|
(G*) x sin(δ)=
|
6308 kPa
|
DIME Test ID: 2021-08-23-23-8
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: 10/12/2021
Date Tested: 09/14/2021
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 +3
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
|
44.546 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
62.0 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4453.989 kPa
|
Test Temperature (Specimen 1)
|
37.0 C
|
(G*) x sin(δ)=
|
3933 kPa
|