Summary for Test 2020-10-05-12-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214527
DEA: 020H69U4
EFIS: 0218000060
DIST-CO-RTE-PM02-TRI-299-10.9/11.2,42.9/43.3
Award Date01/03/2020
Closeout Date10/05/2021
Work DescriptionINSTALL ROCK FALL DRAPERY
Location DescriptionTRINITY COUNTY NEAR BURNT RANCH FROM 0.4 MILE EAST OF HENNESSEY ROAD TO 0.3 MILE WEST OF BURNT RANCH SCHOOL ROAD AND FROM 0.5 MILE WEST OF CANYON CREEK BRIDGE TO CANYON CREEK BRIDGE
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date10/05/2020 Sample Unique Key12
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 testing10/09/2020
Sample typeAuthorization A brief description of the sampleAB PG 58-34M#1 Test, #2() No test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byjoe Last name of sampler or witnessed bysturges
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) NumberUnknown
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 numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-10-05-12
DIME Test ID: 2020-10-05-12-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-10-14

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/14/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 27.521 kPa
Phase Angle (δ) (for the 10 cycles): 40.9 degree
Complex Modulus (G*) (for the 10 measurements): 2751.493 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1802 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard and Specifications

Test was verified on 10/14/2020