Summary for Test 2019-10-29-3-2
Test performed: AASHTO T27-14Project Information
Project Identifiers | DEA: No Project |
---|---|
DIST-CO-RTE-PM | --- |
Award Date | Not set |
Closeout Date | 11/01/2022 |
Work Description | Special project identifier for material not associated with a project |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 10/29/2019 | Sample Unique Key | 3 |
---|---|---|---|
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 testing | 10/29/2019 |
Sample type | Quality Control | A brief description of the sample | 1/2 inch |
The quantity of what the sample constitutes | jmf | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | leif | Last name of sampler or witnessed by | ayes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Mercer Fraser B | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-12-0002::SANDY PRAIRIE |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-10-29-3
DIME Test ID: 2019-10-29-3-2
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: 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: 14 %
Cumulative percent passing the 1/4 in. sieve: 0 %
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 ✔