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Sample Record for 2021-08-08-1

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Project Information

Project ID: 214919 DEA: 060U4504 EFIS: 0615000298 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-18.6/T25.5
Work Description: COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING.
Location Description: FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Raman Guraya

Sample Information

DIME Sample ID: 2021-08-08-1
TL Number from the TL Form: c039922
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: 08/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMI Fresno

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-08-08-1-1
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: 08/11/2021
Date Tested: 08/09/2021
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 #1 165.153 grams
Mass of empty container #2 166.310 grams
Mass of container #1 before test (m1i) 200.177 grams
Mass of container #2 before test (m2i) 201.287 grams
Mass of container #1 after test (m1f) 200.161 grams
Mass of container #2 after test (m2f) 201.268 grams
Average mass change -0.050 percent

Test 2 of 3

DIME Test ID: 2021-08-08-1-2
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: 08/11/2021
Date Tested: 08/10/2021
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 ORG
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 0.163 kPa
Phase Angle (δ) (for the 10 cycles) 89.1 degree
Complex Modulus (G*) (for the 10 measurements) 1.355 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.36 kPa

Test 3 of 3

DIME Test ID: 2021-08-08-1-3
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: 08/11/2021
Date Tested: 08/10/2021
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 0.255 kPa
Phase Angle (δ) (for the 10 cycles) 88.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.548 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 2.55 kPa

Tests Assigned to this Sample

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