Sample Record for 2026-05-29-57
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215734 DEA: 024H0104 EFIS: 0218000068
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-78.3/90.3
Work Description: REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING.
Location Description: PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 243339 Hwy 89, N Burney, CA 96013
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-05-29-57
TL Number from the TL Form: 036633
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: 05/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2026
The quantity of what the sample constitutes: 2, 1 quart cans of binder
A brief description of the sample: 2 cans of binder
From where was the sample collected: Source
Laboratory sample identification: 080217
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction, Ward Lake Plant, Litchfield, CA
Material Information
Performance Grade: PG 58-34
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Hat Creek- Yard Lake
Certified Asphalt Supplier: Western Emulsions - White City Emulsion Plant - White City OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type:
HMA Supplier Mix ID Number:
Test Results
Test
DIME Test ID: 2026-05-29-57-1
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: 06/30/2026
Date Tested: 06/30/2026
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
|
0.255 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
67.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.864 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.02 kPa
|
Test
DIME Test ID: 2026-05-29-57-8
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: 06/30/2026
Date Tested: 06/30/2026
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 RETEST
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
|
0.232 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
67.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.926 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.09 kPa
|
Test
DIME Test ID: 2026-05-29-57-2
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: 06/30/2026
Date Tested: 06/30/2026
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 two specimens
|
|
Test Plate Diameter
|
8 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.05 %
|
|
Stress Amplitude
|
0.420 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
64.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4.178 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
4.63 kPa
|
|
Stress Amplitude 2
|
0.387 kPa
|
|
Phase Angle 2 (δ) (for the 10 cycles)
|
64.7 degree
|
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
3.847 kPa
|
|
Test Temperature (Specimen 2)
|
58.0 C
|
|
Dynamic Shear 2, G*/sin(δ)
|
4.26 kPa
|
|
Delta at 2.2 kpa
|
66.4 degree
|
Test
DIME Test ID: 2026-05-29-57-6
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: 06/30/2026
Date Tested: 06/30/2026
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?
|
No
|
|
Any material loss from containers during heating process/testing?
|
no data
|
|
Mass of container #1 before test (m1i)
|
211.932 grams
|
|
Mass of container #2 before test (m2i)
|
212.217 grams
|
|
Mass of container #1 after test (m1f)
|
211.761 grams
|
|
Mass of container #2 after test (m2f)
|
212.045 grams
|
|
Average mass change
|
-0.489 percent
|
|
Mass of empty container #1
|
176.731 grams
|
|
Mass of empty container #2
|
177.216 grams
|
Test
DIME Test ID: 2026-05-29-57-3
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)
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 07/08/2026. The corrected test ID is: 2026-05-29-57-10
Reason: retested
Test
DIME Test ID: 2026-05-29-57-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
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 07/08/2026. The corrected test ID is: 2026-05-29-57-9
Reason: corrected
Test
DIME Test ID: 2026-05-29-57-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/30/2026
Date Tested: 06/30/2026
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: VBISCOSITY @ 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
|
50 rpm
|
|
Spindle size
|
.463 in
|
|
Torque
|
67.9 %
|
|
Viscosity reading #1 (A)
|
0.678 Pa-s
|
|
Viscosity reading #2 (B)
|
0.674 Pa-s
|
|
Viscosity reading #3 (C)
|
0.686 Pa-s
|
|
Average viscosity
|
0.679 Pa-s
|
Test
DIME Test ID: 2026-05-29-57-4
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/30/2026
Date Tested: 06/30/2026
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: complies
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
|
170.603 MPa
|
|
Estimated m-value 60.0 s
|
0.324
|
|
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: 2026-05-29-57-9
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/08/2026
Date Tested: 06/30/2026
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
The test was superseded from test ID: 2026-05-29-57-7
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Is a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
Two
|
|
Ductility of test #1 (D1)
|
57 cm
|
|
Ductility of test #2 (D2)
|
60 cm
|
|
Ductility of sample
|
59 cm
|
Test
DIME Test ID: 2026-05-29-57-10
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: 07/08/2026
Date Tested: 06/30/2026
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
The test was superseded from test ID: 2026-05-29-57-3
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
|
1.01 %
|
|
Stress Amplitude
|
2613.323 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
46.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3607.623 kPa
|
|
Test Temperature (Specimen 1)
|
16.0 C
|
|
(G*) x sin(δ)=
|
2613 kPa
|
