Summary for Test 2025-07-16-48-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000943 DEA: 09404304 EFIS: 0924000070 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-120-32.1/R35.0,48.0/50.0 |
| Award Date | 04/28/2025 |
| Closeout Date | Not set |
| Work Description | COLD IN-PLACE RECYCLE EXISTING PAVEMENT AND PLACE HMA. |
| Location Description | MONO COUNTY NEAR BENTON FROM 0.5 MILE EAST TO 3.4 MILES EAST OF BAXTER\'S ROAD AND FROM 2.0 MILES WEST OF BLACK LAKE ROAD TO BLACK LAKE ROAD |
| QA Service Level | 1 (Verified on 04/07/2025) |
Sample Information
| Sample Taken Date | 07/16/2025 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 07/16/2025 |
| Sample type | Verification | A brief description of the sample | 1/2" Coldfeed 7 RAP |
| The quantity of what the sample constitutes | 750 Tons | 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 | Consultant | Telephone number of sampler | |
| Laboratory sample identification | JMF-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Lee Vining Plant | 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) | 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 | Sample Device at Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-16-48
DIME Test ID: 2025-07-16-48-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-07-21
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/21/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1234.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 3.7 grams | -0.3 % | 99 % | ||||
| 408.5 grams | 4.4 % | 71 % | ||||
| 691.4 grams | 5.4 % | 49 % | ||||
| 852.0 grams | 4.4 % | 35 % | ||||
| 949.8 grams | 1.6 % | 25 % | ||||
| 1028.6 grams | -0.1 % | 17 % | ||||
| 1086.7 grams | -0.6 % | 11 % | ||||
| 1129.0 grams | -1.1 % | 7.5 % | ||||
| 1139.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): JMF-1 RAP
Test was verified on 7/21/2025 ✔