Summary for Test 2023-06-09-33-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994514
DEA: 043Y0504
EFIS: 0423000192
DIST-CO-RTE-PM04-SOL-12112113-var/var
Award Date01/12/2023
Closeout Date03/11/2024
Work DescriptionPAVEMENT REPAIR
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date06/09/2023 Sample Unique Key33
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 testing06/07/2023
Sample typeQuality Assurance A brief description of the sampleHMA Aggregates
The quantity of what the sample constitutes2 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byPlant Last name of sampler or witnessed byPlant
Title of samplerQC Technician Telephone number of sampler
Laboratory sample identificationCon_23_656 Linked DIME Sample ID2023-05-24-44-1
The fabricator/manufacturer/facility nameGranite - Bradshaw 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)91-34-0060
The fabricator's/manufacturer's product name for the sample3/4 HMA WMA -SP Type A The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number1635V Lot number1
Sublot number16 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-06-09-33
DIME Test ID: 2023-06-09-33-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-06-16

Test Results


What type of gradation is being tested?: Combined 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?: Yes
Input Type: Calculated
Tester's full name: Augusto Rios
Date of test: 06/09/2023
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 73 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.3 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL 16 SE =85

Test was verified on 6/16/2023