Summary for Test 2026-08-14-49-1
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 | 08/14/2026 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 08/18/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 1 bag of washed concrete sand |
| The quantity of what the sample constitutes | 30 Cubic Yards | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Carapazza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | 711 Materials Ridgecrest | 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) | 711 ridgecrest |
|---|---|---|---|
| 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 plant | |
| 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
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DIME Sample ID: 2026-08-14-49
DIME Test ID: 2026-08-14-49-1
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: 2026-08-20
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: 08/19/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 474.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 15.4 grams | 97 % | |||||
| 112.8 grams | 76 % | |||||
| 207.5 grams | 56 % | |||||
| 295.1 grams | 38 % | |||||
| 372.1 grams | 22 % | |||||
| 427.6 grams | 10 % | |||||
| 451.7 grams | 4.7 % | |||||
| 455.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Con Sand
Test was verified on 8/20/2026 ✔