Summary for Test 2025-07-25-5-1

Test performed: AASHTO T27-14

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 Date07/25/2025 Sample Unique Key5
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 testing07/25/2025
Sample typeQuality Control A brief description of the sampleMaterial Sample
The quantity of what the sample constitutes750 ton From where was the sample collectedSource
First name of sampler or witnessed byJames Last name of sampler or witnessed byBeal
Title of samplerLab Technician Telephone number of sampler630-460-0665
Laboratory sample identification1360001426 Linked DIME Sample ID
The fabricator/manufacturer/facility nameStonemont Quarry 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)Smara 1234
The fabricator's/manufacturer's product name for the sample3/8" x #4 CR The fabricator/manufacturer designation for the sample
The plant number005 A detailed description of where the material sample was collectedbelt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-07-25-5
DIME Test ID: 2025-07-25-5-1
Testing Lab: Stonemont Solutions, Incorporated
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-07-25

Test Results


What type of gradation is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: James Beal
Date of test: 07/25/2025
Cumulative Percent Passing
100 %
85 %
30 %
15 %
5 %
General comments (publicly viewable) (Max 1000 characters): Test

Test was verified on 7/25/2025