Summary for Test 2026-07-10-38-3
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1000232 DEA: 09392304 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-120,182-Var |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RECYCLE PAVEMENT, PLACE HMA, AND INSTALL GUARDRAIL. |
| Location Description | MONO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 07/10/2026 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 07/10/2026 |
| Sample type | Verification | A brief description of the sample | 1/2" Coldfeed & RAP |
| The quantity of what the sample constitutes | JMF Re Verification Testing | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | MREA S | Telephone number of sampler | |
| Laboratory sample identification | JMF RN 1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Lee Vining Hot Plant | Transportation Laboratory (TL) Number | 5479 |
| 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) | 91-26-0029 |
|---|---|---|---|
| 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 on 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: 2026-07-10-38
DIME Test ID: 2026-07-10-38-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-08-11
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: Yes
Was the aggregate obtained using ASTM D8159?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/10/2026
Total mass of material in the sample: 1524.6 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 25.8 grams
Cumulative mass retained on the #4 sieve: 519.3 grams
Cumulative mass retained on the #8 sieve: 806.8 grams
Cumulative mass retained on the #16 sieve: 999.3 grams
Cumulative mass retained on the #30 sieve: 1125.6 grams
Cumulative mass retained on the #50 sieve: 1251.4 grams
Cumulative mass retained on the #100 sieve: 1340.8 grams
Cumulative mass retained on the #200 sieve: 1395.9 grams
Cumulative mass retained on the pan: 1406.2 grams
Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -0.1 %
Aggregate correction factor for the #4 sieve (% passing): 5.2 %
Aggregate correction factor for the #8 sieve (% passing): 2.3 %
Aggregate correction factor for the #16 sieve (% passing): -1.1 %
Aggregate correction factor for the #30 sieve (% passing): -5.6 %
Aggregate correction factor for the #50 sieve (% passing): -4.2 %
Aggregate correction factor for the #100 sieve (% passing): -2.2 %
Aggregate correction factor for the #200 sieve (% passing): -1.3 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 71 %
Cumulative percent passing the #8 sieve: 49 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7.1 %
General comments (publicly viewable) (Max 1000 characters): JMF-01 RAP
Test was verified on 8/11/2026 ✔