Summary for Test 2026-06-19-15-2
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 | 06/19/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 06/19/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" shoulder backing |
| The quantity of what the sample constitutes | 1 bag of shoulder backing | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | Puente |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | SB 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 | 3953620 |
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 | Stockpile at Grinding Rock Plant | |
| 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: 2026-06-19-15
DIME Test ID: 2026-06-19-15-2
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: 2026-06-24
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: 06/23/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 8159.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 533.4 grams | 93 % | |||||
| 2768.6 grams | 66 % | |||||
| 3499.5 grams | 57 % | |||||
| 4074.5 grams | 50 % | |||||
| 468.7 grams | ||||||
| 48.1 grams | 45 % | |||||
| 100.5 grams | 39 % | |||||
| 158.4 grams | 33 % | |||||
| 224.0 grams | 26 % | |||||
| 281.7 grams | 20 % | |||||
| 331.6 grams | 14.6 % | |||||
| 339.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): SB-1
Test was verified on 6/24/2026 ✔