Sample Record for 2026-09-15-64
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,CC,SOL-580,680,780-Var
Work Description: INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY.
Location Description: ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Eddie Dike Structure Rep.: John parecadan
Sample Information
DIME Sample ID: 2026-09-15-64
TL Number from the TL Form: CPL091526-2
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 09/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2026
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 2 cans of PG 58-22
From where was the sample collected: Manufacturer
Laboratory sample identification: 8
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan- Pleasanton
Material Information
Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Vulcan- Pleasanton
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/4" HMA-A 25% RAP
HMA Supplier Mix ID Number: NOT ON TL101
Test Results
Test
DIME Test ID: 2026-09-15-64-1
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: 09/23/2026
Date Tested: 09/23/2026
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: (530) 713-6823
General Comments for this Test: OG
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.296 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.458 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.46 kPa
|
Test
DIME Test ID: 2026-09-15-64-2
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: 09/23/2026
Date Tested: 09/23/2026
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: (530) 713-6823
General Comments for this Test: test #2
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.298 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.467 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.47 kPa
|
Test
DIME Test ID: 2026-09-15-64-3
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: 10/21/2026
Date Tested: 10/21/2026
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: (530) 713-6823
General Comments for this Test: OG, SRL
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.298 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.471 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.48 kPa
|
Test
DIME Test ID: 2026-09-15-64-4
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: 10/21/2026
Date Tested: 10/21/2026
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: (530) 713-6823
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
|
10.05 %
|
|
Stress Amplitude
|
0.734 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
81.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
7.304 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
7.39 kPa
|
Test
DIME Test ID: 2026-09-15-64-5
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: 10/21/2026
Date Tested: 10/21/2026
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: (530) 713-6823
General Comments for this Test: PAV + 3c
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
|
1.01 %
|
|
Stress Amplitude
|
60.305 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
44.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
6000.239 kPa
|
|
Test Temperature (Specimen 1)
|
25.0 C
|
|
(G*) x sin(δ)=
|
4183 kPa
|
Test
DIME Test ID: 2026-09-15-64-6
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/21/2026
Date Tested: 10/21/2026
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: (530) 713-6823
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
|
00:00 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
100 rpm
|
|
Spindle size
|
.463 in
|
|
Torque
|
74.6 %
|
|
Viscosity reading #1 (A)
|
0.369 Pa-s
|
|
Viscosity reading #2 (B)
|
0.373 Pa-s
|
|
Viscosity reading #3 (C)
|
0.378 Pa-s
|
|
Average viscosity
|
0.373 Pa-s
|
Test
DIME Test ID: 2026-09-15-64-7
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/21/2026
Date Tested: 10/21/2026
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: (530) 713-6823
General Comments for this Test: BBR
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Maximum test bath temperature at 240 S
|
0.0 C
|
|
Minimum test bath temperature at 240 S
|
0.0 C
|
|
Estimated Stiffness Modulus 8.0 s
|
0.000 MPa
|
|
Estimated m-value 8.0 s
|
0.000
|
|
Estimated Stiffness Modulus 15.0 s
|
0.000 MPa
|
|
Estimated m-value 15.0 s
|
0.000
|
|
Estimated Stiffness Modulus 30.0 s
|
0.000 MPa
|
|
Estimated m-value 30.0 s
|
0.000
|
|
Estimated Stiffness Modulus 60.0 s
|
182.369 MPa
|
|
Estimated m-value 60.0 s
|
0.297
|
|
Estimated Stiffness Modulus 120.0 s
|
0.000 MPa
|
|
Estimated m-value 120.0 s
|
0.000
|
|
Estimated Stiffness Modulus 240.0 s
|
0.000 MPa
|
|
Estimated m-value 240.0 s
|
0.000
|
Test
DIME Test ID: 2026-09-15-64-8
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: 10/21/2026
Date Tested: 10/21/2026
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: (530) 713-6823
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 data
|
|
Mass of container #1 before test (m1i)
|
202.491 grams
|
|
Mass of container #2 before test (m2i)
|
207.006 grams
|
|
Mass of container #1 after test (m1f)
|
202.367 grams
|
|
Mass of container #2 after test (m2f)
|
206.881 grams
|
|
Average mass change
|
-0.349 percent
|
|
Mass of empty container #1
|
167.479 grams
|
|
Mass of empty container #2
|
171.935 grams
|
|
Mass correction factor
|
0.006
|
Test
DIME Test ID: 2026-09-15-64-9
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/21/2026
Date Tested: 10/21/2026
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: (530) 713-6823
General Comments for this Test: DUCTILITY
Test Result Compliance: complies
Additional Comments When Verified:
|
Is a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
One
|
|
Ductility of test #1 (D1)
|
150 cm
|
|
Ductility of sample
|
150 cm
|
