Summary for Test 2023-05-08-33-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994788 DEA: 0600INF4 EFIS: 0622000064 |
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DIST-CO-RTE-PM | 06-FRE,FRE/FRE-33,99-44.4/46.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 05/08/2023 | Sample Unique Key | 33 |
---|---|---|---|
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 | 05/09/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA-O |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Madera Plant | 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) | 91-10-0010 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | 3 | |
Sublot number | 4 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-05-08-33
DIME Test ID: 2023-05-08-33-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-05-11
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: Measured
Tester's full name: Allen Oliver
Date of test: 05/09/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
6587 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
256.0 grams | 96 % | |||||
844.0 grams | 87 % | |||||
4168.0 grams | 37 % | |||||
496.7 grams | ||||||
213.5 grams | 21 % | |||||
306.4 grams | 14 % | |||||
363.0 grams | 10 % | |||||
410.6 grams | 6 % | |||||
445.8 grams | 4 % | |||||
463.0 grams | 2.5 % | |||||
463.9 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2023 ✔