Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994310 DEA: 034F6504 EFIS: 0314000233
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-50,80-0.0/2.5,4.1/R11.4
Work Description: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description: YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
Contractor Name: Flat-Iron Teichert A Joint Venture
Contractor Address: 1200 Concord Avenue Suite 465, Concord, CA 94520
Resident Engineer: Mirak Mehari Structure Rep.: Brent Bullard
DIME Sample ID: 2025-03-20-20
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 03/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/07/2025
The quantity of what the sample constitutes: 2 Cans
A brief description of the sample: 3-4" HMA-SP w/ 25% RAP, PG 58-22
From where was the sample collected: Source
Laboratory sample identification: 4916
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins
Performance Grade: PG 58-22
Modified: No
Lot number: 8
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Teichert Perkins
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-03-20-20-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/18/2025
Date Tested: 04/15/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: Original
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.180 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.491 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.49 kPa
|
DIME Test ID: 2025-03-20-20-2
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/18/2025
Date Tested: 04/15/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.380 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.802 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.83 kPa
|
DIME Test ID: 2025-03-20-20-3
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/18/2025
Date Tested: 04/16/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: 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
|
48.349 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
46.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4833.347 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
3506 kPa
|
DIME Test ID: 2025-03-20-20-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 04/18/2025
Date Tested: 04/16/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: Ductility
Test Result Compliance: complies
Additional Comments When Verified:
|
Is a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
Three
|
|
Ductility of test #1 (D1)
|
150 cm
|
|
Ductility of test #2 (D2)
|
150 cm
|
|
Ductility of test #3 (D3)
|
150 cm
|
|
Ductility of sample
|
150 cm
|
DIME Test ID: 2025-03-20-20-5
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 04/18/2025
Date Tested: 04/16/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: BBR
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-12 C
|
|
Maximum test bath temperature at 240 s
|
-12 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)
|
no data0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
no data0 mN
|
|
Deflection at time 0.0 s
|
no data0 µm
|
|
Load at time 0.5 s
|
no data0 mN
|
|
Deflection at time 0.5 s
|
no data0 µm
|
|
Load at 60.0 s
|
no data0 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
107 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.335
|
DIME Test ID: 2025-03-20-20-6
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/18/2025
Date Tested: 04/18/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: Viscosity @135c
Test Result Compliance: complies
Additional Comments When Verified:
|
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
|
Time of test
|
9:08 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
200 rpm
|
|
Spindle size
|
0.463 in
|
|
Torque
|
22.5 %
|
|
Viscosity reading #1 (A)
|
0.281 Pa-s
|
|
Viscosity reading #2 (B)
|
0.281 Pa-s
|
|
Viscosity reading #3 (C)
|
0.281 Pa-s
|
|
Average viscosity
|
0.281 Pa-s
|
DIME Test ID: 2025-03-20-20-7
Test Method: AASHTO R28-22: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)
Verified Date: 04/18/2025
Date Tested: 04/18/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: PAV @ 100C
Test Result Compliance: complies
Additional Comments When Verified:
|
Sample identification
|
2025-03-20-20
|
|
Aging Test Temperature, nearest 0.5 C
|
100 C
|
|
Minimum aging temperature recorded
|
100 C
|
|
Maximum aging temperature recorded
|
100 C
|
|
Total time during aging that temperature was outside the specified range
|
no data0 minutes
|
|
Total aging time (hour)
|
no data0 hours
|
|
Total aging time (minute)
|
no data0 minutes
|
|
The heating temperature
|
100 C
|
DIME Test ID: 2025-03-20-20-8
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 04/18/2025
Date Tested: 04/16/2025
Submitted By Organization: WSP USA - Phoenix
Organization Address: 690 Walnut Avenue,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: aaron.franklin@dot.ca.gov
Organization Phone: (858) 699-0513
General Comments for this Test: Mass Change
Test Result Compliance: complies
Additional Comments When Verified:
|
Is mass change based on one or two containers?
|
Two
|
|
Is mass change correction factor needed?
|
Yes
|
|
Any material loss from containers during heating process/testing?
|
No
|
|
Mass of container #1 before test (m1i)
|
200.985 grams
|
|
Mass of container #2 before test (m2i)
|
204.394 grams
|
|
Mass of container #1 after test (m1f)
|
200.925 grams
|
|
Mass of container #2 after test (m2f)
|
204.331 grams
|
|
Average mass change
|
-0.171 percent
|
|
Mass of empty container #1
|
166.208 grams
|
|
Mass of empty container #2
|
169.499 grams
|
|
Mass correction factor
|
0.006
|
