Print Report | Back to Sample Detail

Sample Record for 2024-07-01-85

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

Project Information

Project ID: 44444 DEA: ASCP EFIS: ASCP QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-01-85
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: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 07/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: In-line Blend
From where was the sample collected: Manufacturer
Laboratory sample identification: 070124-7622M-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Casa Grande, AZ

Material Information

Performance Grade: PG 76-22 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample: 600 am
HMA Supplier:
Certified Asphalt Supplier: Wright Asphalt Products Co. - Casa Grande AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-07-01-85-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/30/2024
Date Tested: 07/25/2024
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: Original
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.213 kPa
Phase Angle (δ) (for the 10 cycles) 67.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.767 kPa
Test Temperature (Specimen 1) 76.0 C
Dynamic Shear, G*/sin(δ) 1.92 kPa

Test 2 of 5

DIME Test ID: 2024-07-01-85-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/30/2024
Date Tested: 07/26/2024
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 10.00 %
Stress Amplitude 0.256 kPa
Phase Angle (δ) (for the 10 cycles) 64.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.551 kPa
Test Temperature (Specimen 1) 76.0 C
Dynamic Shear, G*/sin(δ) 2.82 kPa

Test 3 of 5

DIME Test ID: 2024-07-01-85-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/30/2024
Date Tested: 07/26/2024
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 +6
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.256 kPa
Phase Angle (δ) (for the 10 cycles) 64.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.551 kPa
Test Temperature (Specimen 1) 76.0 C
Dynamic Shear, G*/sin(δ) 2.82 kPa
Stress Amplitude 2 0.155 kPa
Phase Angle 2 (δ) (for the 10 cycles) 66.7 degree
Complex Modulus 2 (G*) (for the 10 measurements) 1.543 kPa
Test Temperature (Specimen 2) 82.0 C
Dynamic Shear 2, G*/sin(δ) 1.68 kPa
Delta at 2.2 kpa 65.8 degree

Test 4 of 5

DIME Test ID: 2024-07-01-85-4
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/30/2024
Date Tested: 07/29/2024
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 1.00 %
Stress Amplitude 22.525 kPa
Phase Angle (δ) (for the 10 cycles) 50.6 degree
Complex Modulus (G*) (for the 10 measurements) 2241.243 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 1732 kPa

Test 5 of 5

DIME Test ID: 2024-07-01-85-7
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: 07/25/2024
Date Tested: 07/25/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? One
Any material loss from containers during heating process/testing? Yes
Mass of empty container #1 167.104 grams
Mass of container #1 before test (m1i) 202.213 grams
Mass of container #1 after test (m1f) 202.1 grams
Average mass change -0.322 percent