Summary for Test 2022-09-07-76-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993299
DEA: 022J3904
EFIS: 0221000073
DIST-CO-RTE-PM02-SHA-44-45.5/51.6
Award Date11/16/2021
Closeout Date11/23/2022
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionSHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD
QA Service Level1 (Verified on 10/18/2021)

Sample Information

Sample Taken Date09/07/2022 Sample Unique Key76
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing09/21/2022
Sample typeAcceptance A brief description of the sampleJMF
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byJD Last name of sampler or witnessed by_
Title of samplerTester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number857909
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-09-07-76
DIME Test ID: 2022-09-07-76-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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)
Test Release Date: 2022-09-27

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eslam Mosallem
Date of test: 09/27/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.283 kPa
Phase Angle (δ) (for the 10 cycles): 64.7 degree
Complex Modulus (G*) (for the 10 measurements): 2.361 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.61 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/27/2022