Summary for Test 2019-04-01-26-9

Test performed: AASHTO T104-99r16

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/01/2019 Sample Unique Key26
Date that the sample was received by the laboratory/organization performing the testing04/01/2019 Sample typeQuality Control
A brief description of the sample3/4-inch Type A Aggregate (Untreated Virgin) The quantity of what the sample constitutesMix Design
From where was the sample collectedSource First name of sampler or witnessed byCGI
Last name of sampler or witnessed byCGI Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShaw Pit Facility
Transportation Laboratory (TL) Number 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)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.105A
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design number19-04-S1a Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-01-26
DIME Test ID: 2019-04-01-26-9
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2019-05-08

Test Results


Percentage of the total sample represented by each size

Size of aggregate being tested: Coarse and Fine Aggregate
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: CGI
Date of test: 04/01/2019
Percentage of 2 ½ x 1 ½ material loss: 0 %
Percentage of 1 ½ x ¾ inch material loss: 0 %
Percentage of ¾ x ⅜ inch material loss: 2 %
Percentage of ⅜ inch x No. 4 material loss: 2 %
Percentage of No. 4 x 8 material loss: 2 %
Percentage of No. 8 x 16 material loss: 2 %
Percentage of No. 16 x 30 material loss: 2 %
Percentage of No. 30 x 50 material loss: 2 %
Coarse weighted average loss: 2 %
Fine weighted average loss: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019 ✔