Summary for Test 2026-10-08-10-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001441 DEA: 09398604 EFIS: 0923000036 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-115.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | REPLACE WATER LINE. |
| Location Description | INYO COUNTY IN BISHOP AT THE DISTRICT OFFICE AT 500 SOUTH MAIN STREET |
| QA Service Level | 1 (Verified on 08/06/2025) |
Sample Information
| Sample Taken Date | 10/08/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2026 | Sample type | Acceptance |
| A brief description of the sample | Bedding Sand | The quantity of what the sample constitutes | 100cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Derek |
| Last name of sampler or witnessed by | Carrington | Title of sampler | MREA S |
| Telephone number of sampler | Laboratory sample identification | BS-2 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | 7/11 Bishop | |
| 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) | 00-000-0000 |
|---|---|---|---|
| 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 | Stockpile at Job Site | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2026-10-08-10
DIME Test ID: 2026-10-08-10-1
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: 2026-10-08
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: Measured
Tester's full name: Derek Carrington
Date of test: 10/08/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 671.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 28.0 grams | 96 % | |||||
| 175.4 grams | 74 % | |||||
| 315.8 grams | 53 % | |||||
| 438.6 grams | 35 % | |||||
| 535.3 grams | 20 % | |||||
| 606.8 grams | 10 % | |||||
| 647.6 grams | 3.5 % | |||||
| 651.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): BS-2
Test was verified on 10/8/2026 ✔
