Summary for Test 2024-06-04-51-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 06/04/2024 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 06/04/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Aggregate CF |
| The quantity of what the sample constitutes | 1 Bag of Coldfeed | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Kupelian |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | CF-R100 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 00-00-0000 |
|---|---|---|---|
| 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 | Sample Device at Plant | |
| 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-06-17: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-06-04-51-1 |
Test Details
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DIME Sample ID: 2024-06-04-51
DIME Test ID: 2024-06-04-51-1
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: 2024-06-04
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: Jerid Kupelian
Date of test: 06/04/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5102.7 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 550.9 grams | 89 % | |||||
| 1656.5 grams | 68 % | |||||
| 2135.3 grams | 58 % | |||||
| 3394.9 grams | 33 % | |||||
| 397.7 grams | ||||||
| 144.6 grams | 21 % | |||||
| 210.8 grams | 16 % | |||||
| 258.3 grams | 12 % | |||||
| 297.8 grams | 8 % | |||||
| 329.4 grams | 6 % | |||||
| 351.5 grams | 3.8 % | |||||
| 359.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-R100
Test was verified on 6/6/2024 ✔