Summary for Test 2026-05-28-7-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001669 DEA: 09379004 EFIS: 0919000004 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R65.0/76.0 |
| Award Date | 12/24/2025 |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS. |
| Location Description | INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE |
| QA Service Level | 1 (Verified on 10/13/2025) |
Sample Information
| Sample Taken Date | 05/28/2026 | Sample Unique Key | 7 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/01/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" Class 2 AB |
| The quantity of what the sample constitutes | 2000 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Mahoney |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 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) | Job Site Material |
|---|---|---|---|
| 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 | Field Stockpile. | |
| 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: 2026-05-28-7
DIME Test ID: 2026-05-28-7-2
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: 2026-06-05
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: 06/05/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6127.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 80.7 grams | 99 % | |||||
| 1118.6 grams | 82 % | |||||
| 1887.0 grams | 69 % | |||||
| 3326.3 grams | 46 % | |||||
| 471.2 grams | ||||||
| 157.0 grams | 31 % | |||||
| 255.4 grams | 21 % | |||||
| 313.8 grams | 15 % | |||||
| 353.0 grams | 12 % | |||||
| 380.1 grams | 9 % | |||||
| 404.1 grams | 6.6 % | |||||
| 409.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CL 2 AB
Test was verified on 6/5/2026 ✔