Summary for Test 2022-05-27-16-7

Test performed: AASHTO T210-15

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date05/27/2022 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 testing06/09/2022
Sample typeVerification A brief description of the sample1/2" HMA-A , 15% RAP, PG 64-28
The quantity of what the sample constitutes2 - 5 gallon buckets From where was the sample collectedSupplier
First name of sampler or witnessed byAkira Last name of sampler or witnessed byHasegawa
Title of samplerTE Telephone number of sampler
Laboratory sample identification22-JMFPP-0091 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDeer Creek Porterville Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-54-0021::DEER CREEK ASPHALT
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedAt the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-27-16
DIME Test ID: 2022-05-27-16-7
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Test Release Date: 2022-06-28

Test Results


Which test procedure(s) is/are used?: Procedure A and Procedure B
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 06/23/2022
Was strict temperature control maintained?: Yes
What type of water was used?: Deminerialized
Height of sediment column: 0.5 in
Clay reading: 4.8 in
Sand reading: 3.7 in
Durability Index (coarse): 85
Durability Index (fine): 78
General comments (publicly viewable) (Max 1000 characters): Please run Durability Procedure "A" Coarse Aggregate and Procedure "B" Fine Aggregate.

Test was verified on 6/28/2022