Summary for Test 2019-10-04-15-2
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 | 10/04/2019 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 10/04/2019 |
| Sample type | Quality Control | A brief description of the sample | aggregate |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Garco | Last name of sampler or witnessed by | Garco |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Pleasanton | 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) | 91-01-0009 |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2019-10-04-15
DIME Test ID: 2019-10-04-15-2
Testing Lab: Granite Construction Company - Coastal
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-07-08
Test Results
What type of gradation is being tested?: Fine Aggregate
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: Gwynn Neilson
Date of test: 10/04/2019
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 83 %
Cumulative percent passing the #8 sieve: 16 %
Cumulative percent passing the #16 sieve: 6 %
Cumulative percent passing the #30 sieve: 3 %
Cumulative percent passing the #50 sieve: 3 %
Cumulative percent passing the #100 sieve: 2 %
Cumulative percent passing the #200 sieve: 1.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/8/2021 ✔