Summary for Test 2023-03-20-5-3
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994401 DEA: 09379304 EFIS: 0919000007 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-127-21.0/34.5,41.8/49.4 |
| Award Date | 01/23/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | PARTIAL DEPTH RECYCLE AND HOT MIX ASPHALT (TYPE A). |
| Location Description | INYO COUNTY NEAR SHOSHONE FROM 4.6 MILES NORTH OF ROUTE 178 WEST TO 7.6 MILES SOUTH OF ROUTE 190 AND FROM 0.3 MILE SOUTH OF ROUTE 190 TO NEVADA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 03/20/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 03/20/2023 |
| Sample type | Verification | A brief description of the sample | 3/4" Coldfeed |
| The quantity of what the sample constitutes | Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Young |
| Title of sampler | TET | Telephone number of sampler | 7609208859 |
| Laboratory sample identification | JMF-3 | Linked DIME Sample ID | 2023-03-20-4 |
| The fabricator/manufacturer/facility name | Wulfenstein Construction | Transportation Laboratory (TL) Number | 09 |
| 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) | Wulfenstein Construction |
|---|---|---|---|
| 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 | Hot Plant Belt Cut | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-03-20-5
DIME Test ID: 2023-03-20-5-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-04-03
Test Results
What type of gradation is being tested?: Combined 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: Derek Carrington
Date of test: 04/03/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4710 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 194.0 grams | 96 % | |||||
| 938.2 grams | 80 % | |||||
| 1501.7 grams | 68 % | |||||
| 2548.4 grams | 46 % | |||||
| 516.6 grams | ||||||
| 213.6 grams | 27 % | |||||
| 349.6 grams | 15 % | |||||
| 414.3 grams | 9 % | |||||
| 450.1 grams | 6 % | |||||
| 471.4 grams | 4 % | |||||
| 483.1 grams | 3 % | |||||
| 488.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2023 ✔