Summary for Test 2023-05-25-28-6

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 Date05/25/2023 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing05/30/2023 Sample typeVerification
A brief description of the sample1/2" Aggregate The quantity of what the sample constitutes6 Bags
From where was the sample collectedSource First name of sampler or witnessed byJ
Last name of sampler or witnessed byRuiz Title of sampler
Telephone number of sampler Laboratory sample identification23-JMFPP-0105
Linked DIME Sample ID The fabricator/manufacturer/facility nameDeer Creek Rock & Asphalt
Transportation Laboratory (TL) NumberC750985 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-54-0021
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 collectedHMA 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 Number

Test Details

DIME Sample ID: 2023-05-25-28
DIME Test ID: 2023-05-25-28-6
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: 2023-06-14

Test Results


Which test procedure(s) is/are used?: Procedure A and Procedure B
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 06/12/2023
Was strict temperature control maintained?: Yes
What type of water was used?: Deminerialized
Height of sediment column: 1.2 in
Clay reading: 5.5 in
Sand reading: 4 in
Durability Index (coarse): 71
Durability Index (fine): 73
General comments (publicly viewable) (Max 1000 characters): Durability Procedure "A" Coarse Aggregate and Procedure "B" Fine Aggregate.

Test was verified on 6/14/2023