Print Report | Back to Sample Detail

Sample Record for 2021-06-15-36

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

Project Information

Project ID: 215441 DEA: 021J5204 EFIS: 0220000087 QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD,SIS-139-34.0/50.7,0.0/5.0
Work Description: PLACE ASPHALT RUBBER BINDER CHIP SEAL & REPLACE AC SURFACING.
Location Description: MODOC AND SISKIYOU COUNTIES AT AND NEAR NEWELL FROM 3.3 MILES NORTH OF PEREZ OVERHEAD TO ROUTE 161
Contractor Name: AMERICAN PAVEMENT SYSTEMS, INC.
Contractor Address: 1012 11th St., Modesto, CA 95354
Resident Engineer: Austin Henry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-15-36
TL Number from the TL Form: c990929
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: 06/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG58-22
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Shaw Pit Facility

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Hat Creek - Shaw Pit Facility
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls Plant - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-06-15-36-1
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: 06/29/2021
Date Tested: 06/28/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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 #1 172.625 grams
Mass of empty container #2 170.603 grams
Mass of container #1 before test (m1i) 222.240 grams
Mass of container #2 before test (m2i) 217.850 grams
Mass of container #1 after test (m1f) 222.220 grams
Mass of container #2 after test (m2f) 217.700 grams
Average mass change -0.179 percent

Test 2 of 3

DIME Test ID: 2021-06-15-36-2
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: 06/29/2021
Date Tested: 06/28/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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 0.166 kPa
Phase Angle (δ) (for the 10 cycles) 86.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.381 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.38 kPa

Test 3 of 3

DIME Test ID: 2021-06-15-36-3
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: 06/29/2021
Date Tested: 06/28/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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 0.263 kPa
Phase Angle (δ) (for the 10 cycles) 84.1 degree
Complex Modulus (G*) (for the 10 measurements) 2.626 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.64 kPa