Summary for Test 2021-01-11-16-8

Test performed: AASHTO T350-19

Project Information

Project IdentifiersProject ID: 209520
DEA: 06470904
EFIS: 0600000973
COOP: 061529
DIST-CO-RTE-PM06-MAD-99-R7.5/15.1
Award Date03/14/2019
Closeout Date05/11/2023
Work DescriptionWIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location DescriptionMADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date01/11/2021 Sample Unique Key16
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 testing01/22/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSource
First name of sampler or witnessed byJose Last name of sampler or witnessed byL
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVULCAN MATERIALS MADERA Transportation Laboratory (TL) NumberC039626
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-01-11-16
DIME Test ID: 2021-01-11-16-8
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: 2021-03-29

Test Results


Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/25/2021
PG test temperature: 70.0 C
Average percent recovery at 0.1 kPa: 0.0000 %
Average percent recovery at 3.2 kPa: 0.0000 %
Nonrecoverable creep compliance: 5.5579
Nonrecoverable creep compliance: 5.7769
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 3.9400 %
General comments (publicly viewable) (Max 1000 characters): mscr study

Test was verified on 3/29/2021