Summary for Test 2026-06-12-9-1
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 | 9 |
|---|---|---|---|
| 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 | 06/12/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Biederman |
| Title of sampler | TET | Telephone number of sampler | 7609203898 |
| Laboratory sample identification | AB-1 | 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) | Grinding Rock - Pit Source |
|---|---|---|---|
| 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 | Curb and gutter near county sheriff lone pine | |
| 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: 2026-06-12-9
DIME Test ID: 2026-06-12-9-1
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: 2026-06-16
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: Derek Carrington
Date of test: 06/16/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6458.8 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 479.7 grams | 93 % | |||||
| 907.7 grams | 86 % | |||||
| 1835.1 grams | 72 % | |||||
| 497.5 grams | ||||||
| 93.7 grams | 58 % | |||||
| 179.1 grams | 46 % | |||||
| 259.7 grams | 34 % | |||||
| 333.8 grams | 24 % | |||||
| 388.7 grams | 16 % | |||||
| 430.8 grams | 9.7 % | |||||
| 436.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Class II Agg Base Blend. Fails CL 2 Agg Base Specs. Out on the #4, #30 and #200 Screens.
Test was verified on 6/16/2026 ✔