Summary for Test 2024-07-10-16-3
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 | 05/29/2026 |
| 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 | 07/10/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/12/2024 | Sample type | Quality Assurance |
| A brief description of the sample | class 2 base: AB#86 | The quantity of what the sample constitutes | 2000 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jerid |
| Last name of sampler or witnessed by | Kupelian | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| 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) | Fisher Sand and Gravel Olancha |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Class 2 aggregate base | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Windrow in the field. | |
| 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: 2024-07-10-16
DIME Test ID: 2024-07-10-16-3
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: 2024-07-16
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: Jerid Kupelian
Date of test: 07/12/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5086.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 186.5 grams | 96 % | |||||
| 950.3 grams | 81 % | |||||
| 1469.9 grams | 71 % | |||||
| 2305.5 grams | 55 % | |||||
| 506 grams | ||||||
| 101.7 grams | 44 % | |||||
| 184.3 grams | 35 % | |||||
| 246.9 grams | 28 % | |||||
| 308.1 grams | 22 % | |||||
| 372.5 grams | 15 % | |||||
| 422.9 grams | 9 % | |||||
| 432.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): AB-86
Test was verified on 7/16/2024 ✔