Summary for Test 2019-02-18-18-2

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date02/18/2019 Sample Unique Key18
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 testing02/18/2019
Sample typeQuality Control A brief description of the sampleNeat Asphalt Binder
The quantity of what the sample constitutesMix Design From where was the sample collectedDistributor
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero-Benicia Asphalt Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot numberNot set
Sublot numberNot set 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: 2019-02-18-18
DIME Test ID: 2019-02-18-18-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2019-05-01

Test Results


Input Type: Calculated
Tester's full name: CGI
Date of test: 02/18/2019
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 0.0 degree
Dynamic Shear, G*/sin(δ): 1.31 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/1/2019