Summary for Test 2024-03-08-7-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 66669
DEA: JMF-DATA
EFIS: JMF-DATA
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for storing JMF sample data
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/08/2024 Sample Unique Key7
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 testing0000-00-00
Sample typeVerification A brief description of the sampleDemo
The quantity of what the sample constitutesDemo From where was the sample collectedSource
First name of sampler or witnessed byBandy Last name of sampler or witnessed byAhmed
Title of samplerNot set Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameDemo Transportation Laboratory (TL) NumberNot set
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-34-0060
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedDemo
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2024-03-08-7
DIME Test ID: 2024-03-08-7-1
Testing Lab: CT SC - 3675 - Fresno 2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-03-08

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): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Bandy Ahmed
Date of test: 03/08/2024
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: 98 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 59 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.3 %
General comments (publicly viewable) (Max 1000 characters): Submitted from JMF - Bandy Ahmed

Test was verified on 3/8/2024