Print Report | Back to Sample Detail

Sample Record for 2021-06-10-23

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,SIS-5-Var
Work Description: REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location Description: SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
Contractor Name: J.F. Shea Construction, Inc.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicole Mallory Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2021-06-10-23
TL Number from the TL Form: 990926
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: 06/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2021
The quantity of what the sample constitutes: 1 OF 2 Cans
A brief description of the sample: PG 58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: JF SHEA FAWNDALE
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 4

DIME Test ID: 2021-06-10-23-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 06/23/2021
Date Tested: 06/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 169.990 grams
Mass of empty container #2 169.983 grams
Mass of container #1 before test (m1i) 219.600 grams
Mass of container #2 before test (m2i) 220.000 grams
Mass of container #1 after test (m1f) 219.700 grams
Mass of container #2 after test (m2f) 220.100 grams
Average mass change 0.201 percent

Test 2 of 4

DIME Test ID: 2021-06-10-23-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/23/2021
Date Tested: 06/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications ORIG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.193 kPa
Phase Angle (δ) (for the 10 cycles) 69.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.610 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 1.72 kPa

Test 3 of 4

DIME Test ID: 2021-06-10-23-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/23/2021
Date Tested: 06/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.513 kPa
Phase Angle (δ) (for the 10 cycles) 60.4 degree
Complex Modulus (G*) (for the 10 measurements) 5.128 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 5.90 kPa

Test 4 of 4

DIME Test ID: 2021-06-10-23-6
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/23/2021
Date Tested: 06/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications RTFO+6
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.289 kPa
Phase Angle (δ) (for the 10 cycles) 61.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.890 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 3.28 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.