Summary for Test 2023-09-18-55-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215648
DEA: 010L0404
EFIS: 0121000044
DIST-CO-RTE-PM01-DN-101-12.0/16.5, 12.0-16.5
Award Date02/17/2021
Closeout Date05/22/2024
Work DescriptionSlide repair
Location DescriptionNot set
QA Service Level1 (Verified on 04/07/2021)

Sample Information

Sample Taken Date09/18/2023 Sample Unique Key55
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 testing09/19/2023
Sample typeQuality Assurance A brief description of the sample1/2 HMA AGGREGATE
The quantity of what the sample constitutes750 From where was the sample collectedManufacturer
First name of sampler or witnessed byLee Last name of sampler or witnessed byRenick
Title of samplerTET Telephone number of sampler
Laboratory sample identification23-264 Linked DIME Sample ID2023-09-18-56
The fabricator/manufacturer/facility nameTidewater 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)91-08-0002
The fabricator's/manufacturer's product name for the sampleL191742 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-18-55
DIME Test ID: 2023-09-18-55-2
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: 2023-09-22

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?: Yes
Input Type: Calculated
Tester's full name: Jayce Brown
Date of test: 09/22/2023
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: 97 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.5 %
General comments (publicly viewable) (Max 1000 characters): Combined Grading including RAP

Test was verified on 9/22/2023