Summary for Test 2022-06-13-29-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215789
DEA: 10462104
EFIS: 1013000266
DIST-CO-RTE-PM10-TUO-108-R18.9/38.8
Award Date08/02/2021
Closeout Date06/26/2023
Work DescriptionCOLD PLANE, HMA, DRAINAGE REPLACEMENT, AND MODIFY TRAFFIC STATIONS.
Location DescriptionTUOLUMNE COUNTY IN AND NEAR LONG BARN FROM 0.1 MILE WEST OF LONG BARN ROAD TO 2.3 MILES EAST OF COW CREEK ROAD
QA Service Level1 (Verified on 06/04/2021)

Sample Information

Sample Taken Date06/13/2022 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing06/20/2022 Sample typeDepartment Acceptance
A brief description of the sample3/4 " HMA-A SP R22 PG 58-34M The quantity of what the sample constitutes2 cans
From where was the sample collectedFabricator First name of sampler or witnessed byJ
Last name of sampler or witnessed byKori Title of samplerInspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGeorge Reed - Table Mountain Plant
Transportation Laboratory (TL) Number994759 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number1
Sublot number1 Tank number
Time of sample06/13/2022 HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-06-13-29
DIME Test ID: 2022-06-13-29-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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)
Test Release Date: 2022-07-07

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/22/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 34.932 kPa
Phase Angle (δ) (for the 10 cycles): 36.0 degree
Complex Modulus (G*) (for the 10 measurements): 3491.452 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2052 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/7/2022 ✔