Summary for Test 2024-03-08-7-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA |
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DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for storing JMF sample data |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 03/08/2024 | Sample Unique Key | 7 |
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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 | 0000-00-00 |
Sample type | Verification | A brief description of the sample | Demo |
The quantity of what the sample constitutes | Demo | From where was the sample collected | Source |
First name of sampler or witnessed by | Bandy | Last name of sampler or witnessed by | Ahmed |
Title of sampler | Not set | Telephone number of sampler | Not set |
Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Demo | Transportation Laboratory (TL) Number | Not set |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-34-0060 |
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The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
The plant number | Not set | A detailed description of where the material sample was collected | Demo |
Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Lot number | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not 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 ✔