Sample Record for 2026-08-06-59
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995520 DEA: 041Y7004 EFIS: 0423000016
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,SOL-80-13.8/14.1,0.0/0.4
Work Description: AL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE
Location Description: CONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 fourth Street, Berkley, CA, 94710
Resident Engineer: Ferdinand Ciceron Structure Rep.: John Parecadan
Sample Information
DIME Sample ID: 2026-08-06-59
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: JMF Verification
Type of Material: Asphalt Binder
Sample Taken Date: 08/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2026
The quantity of what the sample constitutes: 1 gallon can
A brief description of the sample: PG 88-16M
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Murietta- Berkley
Material Information
Performance Grade: PG 88-16 M
Modified: Yes
Lot number:
Sublot number:
Tank number: PG 88-16M Tank #2
Time of sample:
HMA Supplier: Martin Murietta- Berkley
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/8" HMA-A, & #4 HMA-A
HMA Supplier Mix ID Number: 75S253-26L1, & 77S653-26L1
Test Results
Test
DIME Test ID: 2026-08-06-59-1
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: 08/10/2026
Date Tested: 08/10/2026
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-METS 1
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.158 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
35.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.310 kPa
|
|
Test Temperature (Specimen 1)
|
88.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.25 kPa
|
Test
DIME Test ID: 2026-08-06-59-2
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: 08/10/2026
Date Tested: 08/10/2026
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-METS 2
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.155 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
35.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.282 kPa
|
|
Test Temperature (Specimen 1)
|
88.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.24 kPa
|
Test
DIME Test ID: 2026-08-06-59-3
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: 08/27/2026
Date Tested: 08/27/2026
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 @ 88C
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.173 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
36.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.434 kPa
|
|
Test Temperature (Specimen 1)
|
88.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.44 kPa
|
Test
DIME Test ID: 2026-08-06-59-4
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: 08/27/2026
Date Tested: 08/27/2026
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 @88C
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
|
0.171 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
48.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.700 kPa
|
|
Test Temperature (Specimen 1)
|
88.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.28 kPa
|
Test
DIME Test ID: 2026-08-06-59-5
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: 08/27/2026
Date Tested: 08/27/2026
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 TEST @ 40C
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
|
10.828 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
60.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1077.316 kPa
|
|
Test Temperature (Specimen 1)
|
40.0 C
|
|
(G*) x sin(δ)=
|
935 kPa
|
Test
DIME Test ID: 2026-08-06-59-6
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 08/27/2026
Date Tested: 08/27/2026
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 @ 6C
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
|
155.874 MPa
|
|
Estimated m-value 60.0 s
|
0.335
|
|
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: 2026-08-06-59-7
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 08/27/2026
Date Tested: 08/27/2026
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
|
20 rpm
|
|
Spindle size
|
.463 in
|
|
Torque
|
96.7 %
|
|
Viscosity reading #1 (A)
|
2.422 Pa-s
|
|
Viscosity reading #2 (B)
|
2.411 Pa-s
|
|
Viscosity reading #3 (C)
|
2.416 Pa-s
|
|
Average viscosity
|
2.416 Pa-s
|
Test
DIME Test ID: 2026-08-06-59-8
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: 08/27/2026
Date Tested: 08/27/2026
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)
|
203.252 grams
|
|
Mass of container #2 before test (m2i)
|
207.791 grams
|
|
Mass of container #1 after test (m1f)
|
203.22 grams
|
|
Mass of container #2 after test (m2f)
|
207.771 grams
|
|
Average mass change
|
-0.068 percent
|
|
Mass of empty container #1
|
168.209 grams
|
|
Mass of empty container #2
|
172.824 grams
|
|
Mass correction factor
|
0.006
|
Test
DIME Test ID: 2026-08-06-59-9
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/27/2026
Date Tested: 08/27/2026
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: ELASTIC RECOVERY
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
2.0 cm
|
|
% Elongation Recovery
|
90 %
|
