Summary for Test 2025-11-04-14-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000541 DEA: 09374704 EFIS: 0918000019 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-168,395-17.6/18.3,114.9/117.8 |
| Award Date | 02/21/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), MINOR CONCRETE, AND LIGHTING. |
| Location Description | INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395 |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 11/04/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 11/04/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/8" RAP |
| The quantity of what the sample constitutes | 1 bag RAP | From where was the sample collected | Supplier |
| 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 | CF-01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | 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) | Granite 5 Bridges |
|---|---|---|---|
| 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 | RAP Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-11-04-14
DIME Test ID: 2025-11-04-14-2
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: 2025-11-07
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: 11/05/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5861.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 473.2 grams | 92 % | |||||
| 1308.6 grams | 78 % | |||||
| 1841.3 grams | 69 % | |||||
| 2887.5 grams | 51 % | |||||
| 511.1 grams | ||||||
| 161.3 grams | 35 % | |||||
| 259.8 grams | 25 % | |||||
| 331.4 grams | 18 % | |||||
| 393.2 grams | 12 % | |||||
| 448.6 grams | 6 % | |||||
| 481.0 grams | 3 % | |||||
| 485.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-04
Test was verified on 11/7/2025 ✔