Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-05-29-41
TL Number from the TL Form: 60326-1
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 05/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2026
The quantity of what the sample constitutes: 3 binder cans
A brief description of the sample: PG76-22M from PNW
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name: AL Zampa Bridge
The fabricator/manufacturer/facility name: pacifc northwest
Performance Grade: PG 76-22 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Martin Murrieta Berkley Plant
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type:
HMA Supplier Mix ID Number:
DIME Test ID: 2026-05-29-41-2
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: 06/11/2026
Date Tested: 06/10/2026
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: MASS CHANGE
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is mass change based on one or two containers?
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Two
|
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Is mass change correction factor needed?
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Yes
|
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Any material loss from containers during heating process/testing?
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No
|
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Mass of container #1 before test (m1i)
|
203.199 grams
|
|
Mass of container #2 before test (m2i)
|
207.017 grams
|
|
Mass of container #1 after test (m1f)
|
202.413 grams
|
|
Mass of container #2 after test (m2f)
|
206.245 grams
|
|
Average mass change
|
-2.217 percent
|
|
Mass of empty container #1
|
168.206 grams
|
|
Mass of empty container #2
|
171.93 grams
|
|
Mass correction factor
|
0.006
|
DIME Test ID: 2026-05-29-41-3
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: 06/11/2026
Date Tested: 06/10/2026
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
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
|
0.066 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
70.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
0.546 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
0.58 kPa
|
DIME Test ID: 2026-05-29-41-4
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: 06/11/2026
Date Tested: 06/10/2026
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: 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
|
0.196 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
62.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.948 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.20 kPa
|
DIME Test ID: 2026-05-29-41-5
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: 06/16/2026
Date Tested: 06/15/2026
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 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
|
11.306 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
49.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1124.898 kPa
|
|
Test Temperature (Specimen 1)
|
31.0 C
|
|
(G*) x sin(δ)=
|
857 kPa
|
DIME Test ID: 2026-05-29-41-6
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/16/2026
Date Tested: 06/15/2026
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
|
-12.0 C
|
|
Minimum test bath temperature at 240 S
|
-12.0 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
|
93.168 MPa
|
|
Estimated m-value 60.0 s
|
0.359
|
|
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
|
DIME Test ID: 2026-05-29-41-7
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 06/17/2026
Date Tested: 06/17/2026
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)
|
3.0 cm
|
|
% Elongation Recovery
|
85 %
|
