Summary for Test 2019-10-29-3-1

Test performed: AASHTO T27-14
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

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 Date10/29/2019 Sample Unique Key3
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 testing10/29/2019
Sample typeQuality Control A brief description of the sample1/2 inch
The quantity of what the sample constitutesjmf From where was the sample collectedManufacturer
First name of sampler or witnessed byleif Last name of sampler or witnessed byayes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser B 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, name of Pit or Job Site)91-12-0002::SANDY PRAIRIE
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-10-29-3
DIME Test ID: 2019-10-29-3-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-10-29

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 10/29/2019
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 72 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the 1/4 in. sieve: 14 %
Cumulative percent passing the #4 sieve: 1 %
Cumulative percent passing the #8 sieve: 1 %
Cumulative percent passing the #16 sieve: 1 %
Cumulative percent passing the #30 sieve: 1 %
Cumulative percent passing the #50 sieve: 1 %
Cumulative percent passing the #100 sieve: 1 %
Cumulative percent passing the #200 sieve: 0.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/29/2019

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.