Summary for Test 2023-07-21-55-5

Test performed: AASHTO T210-15

Project Information

Project IdentifiersProject ID: 995048
DEA: 061E5604
EFIS: 0622000066
DIST-CO-RTE-PM06-FRE-198-21.2/22.7
Award Date01/05/2023
Closeout Date11/16/2023
Work DescriptionCold plane existing asphalt pavement and place RHMA.
Location DescriptionNot set
QA Service Level1 (Verified on 08/04/2023)

Sample Information

Sample Taken Date07/21/2023 Sample Unique Key55
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 testing08/29/2023
Sample typeDispute Resolution A brief description of the sample1/2" Aggregate
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byA. Last name of sampler or witnessed byM.
Title of sampler Telephone number of sampler
Laboratory sample identification23-JFMDISP-167 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Colinga Transportation Laboratory (TL) NumberC027842
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)91-10-0005
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: 2023-07-21-55
DIME Test ID: 2023-07-21-55-5
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: 2023-09-08

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: 09/05/2023
Was strict temperature control maintained?: Yes
What type of water was used?: Deminerialized
Height of sediment column: 1.0 in
Clay reading: 5.8 in
Sand reading: 3.9 in
Durability Index (coarse): 74
Durability Index (fine): 68
General comments (publicly viewable) (Max 1000 characters): Durability Procedure "A" Coarse Aggregate and Procedure "B" Fine Aggregate.

Test was verified on 9/8/2023