Summary for Test 2022-10-20-74-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 10/20/2022 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 01/26/2023 |
| Sample type | Informational | A brief description of the sample | 1/2 Aggregate |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Svensson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-JMF-0005 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Legrand Rock & Asphalt, Inc. | 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 or name of Pit) | 91-24-0007 |
|---|---|---|---|
| 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 | Belt cut | |
| 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-10-20-74
DIME Test ID: 2022-10-20-74-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-02-01
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?: Yes
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 02/01/2023
Total mass of material in the sample: 3439.7 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 158.3 grams
Cumulative mass retained on the 3/8 in. sieve: 476.6 grams
Cumulative mass retained on the 1/4 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 2077.8 grams
Fine Sample Mass (reduced): 505.4 grams
Cumulative mass retained on the #8 sieve: 233.6 grams
Cumulative mass retained on the #16 sieve: 326.5 grams
Cumulative mass retained on the #30 sieve: 379.4 grams
Cumulative mass retained on the #50 sieve: 418 grams
Cumulative mass retained on the #100 sieve: 442.6 grams
Cumulative mass retained on the #200 sieve: 459 grams
Cumulative mass retained on the pan: 460.8 grams
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: 95 %
Cumulative percent passing the 3/8 in. sieve: 86 %
Cumulative percent passing the 1/4 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 40 %
Cumulative percent passing the #8 sieve: 22 %
Cumulative percent passing the #16 sieve: 14 %
Cumulative percent passing the #30 sieve: 10 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/1/2023 ✔