Summary for Test 2025-05-19-18-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000369 DEA: 09378804 EFIS: 0919000002 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R9.8/R12.6 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL. |
| Location Description | MONO COUNTY NEAR TOM\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 05/19/2025 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 05/20/2025 |
| Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 2000 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Hubbart |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 4587 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Pit | Transportation Laboratory (TL) Number | AB-01 |
| 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 | NB 395 Subgrade | |
| 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: 2025-05-19-18
DIME Test ID: 2025-05-19-18-2
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: 2025-05-21
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: 05/20/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5716.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 494.6 grams | 91 % | |||||
| 1454.3 grams | 75 % | |||||
| 1835.6 grams | 68 % | |||||
| 2486.1 grams | 57 % | |||||
| 509.4 grams | ||||||
| 88.7 grams | 47 % | |||||
| 189.2 grams | 36 % | |||||
| 310.8 grams | 22 % | |||||
| 412.0 grams | 11 % | |||||
| 454.4 grams | 6 % | |||||
| 473.5 grams | 4 % | |||||
| 475.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): AB-01 Gradation
Test was verified on 5/21/2025 ✔