Summary for Test 2020-09-25-32-9

Test performed: AASHTO T350-19

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 Date09/25/2020 Sample Unique Key32
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 testing09/28/2020
Sample typeInformational A brief description of the samplePG58-22
The quantity of what the sample constitutesTest for MSCR study From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number853468
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 SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-25-32
DIME Test ID: 2020-09-25-32-9
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: 2021-03-30

Test Results


Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 03/29/2021
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 11.0200 %
Average percent recovery at 3.2 kPa: 2.3400 %
Nonrecoverable creep compliance: 1.2119
Nonrecoverable creep compliance: 1.4890
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 22.8700 %
General comments (publicly viewable) (Max 1000 characters): MSCR study

Test was verified on 3/30/2021