Summary for Test 2026-06-12-15-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001372 DEA: 09374504 EFIS: 0918000017 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-56.8/57.4,57.9/R58.3 |
| Award Date | 09/19/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT SIDEWALK, CURB RAMPS, AND DRAINAGE. |
| Location Description | INYO COUNTY AT AND NEAR LONE PINE FROM TEYA ROAD TO EAST INYO STREET AND FROM BEGOLE STREET TO EAST LUBKEN AVENUE |
| QA Service Level | 1 (Verified on 08/06/2025) |
Sample Information
| Sample Taken Date | 06/12/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2026 | Sample type | Acceptance |
| A brief description of the sample | Class 3 Permeable Material | The quantity of what the sample constitutes | 250cy |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brian |
| Last name of sampler or witnessed by | Young | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | PM-4 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Grinding Rock - Independence | |
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-06-12-15
DIME Test ID: 2026-06-12-15-1
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: 2026-06-15
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?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/15/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6892.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1242.0 grams | 82 % | |||||
| 3875.3 grams | 44 % | |||||
| 4958.2 grams | 28 % | |||||
| 6367.4 grams | 8 % | |||||
| 6552.7 grams | 5 % | |||||
| 6599.0 grams | 4 % | |||||
| 6631.5 grams | 4 % | |||||
| 6671.2 grams | 3 % | |||||
| 6714.4 grams | 3 % | |||||
| 6767.7 grams | 1.8 % | |||||
| 6861.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Permeable Material - PM-4
Test was verified on 6/15/2026 ✔