Summary for Test 2022-08-07-5-15

Test performed: AASHTO T350-19

Project Information

Project IdentifiersProject ID: 214700
DEA: 030F2804
EFIS: 0312000069
Award Date01/21/2021
Closeout Date08/21/2023
Work DescriptionDillard Overcrossing and McConnel Overhead
Location DescriptionHwy 99, Elk Grove, CA
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date08/07/2022 Sample Unique Key5
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 testing08/08/2022
Sample typeDepartment Acceptance A brief description of the samplePlastic Binder
The quantity of what the sample constitutes4 Cans From where was the sample collectedOther
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVALERO Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite Construction Company - Bradshaw
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-07-5
DIME Test ID: 2022-08-07-5-15
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Test Release Date: 2022-08-17

Test Results

Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/15/2022
PG test temperature: 70.0 C
Average percent recovery at 0.1 kPa: 8.0000 %
Average percent recovery at 3.2 kPa: 0.0000 %
Nonrecoverable creep compliance: 3.5240
Nonrecoverable creep compliance: 4.8037
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 36.3200 %
General comments (publicly viewable) (Max 1000 characters): MSCR @ 70C

Test was verified on 8/17/2022