Summary for Test 2025-04-15-26-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | 05/29/2026 |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 04/15/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/15/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4" Coldfeed | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jerid |
| Last name of sampler or witnessed by | Kupelian | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 1024 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fisher Sand and Gravel | |
| Transportation Laboratory (TL) Number | CF-R209 | 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-04-15-26
DIME Test ID: 2025-04-15-26-3
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: 2025-04-18
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: 04/18/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2243.4 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 34.8 grams | 0.2 % | 99 % | ||||
| 293.8 grams | -5.1 % | 82 % | ||||
| 567.5 grams | -5.1 % | 70 % | ||||
| 879.3 grams | -6.5 % | 54 % | ||||
| 1152.0 grams | -3.0 % | 46 % | ||||
| 1407.3 grams | -2.4 % | 35 % | ||||
| 1613.0 grams | -2.4 % | 26 % | ||||
| 1800.4 grams | -2.7 % | 17 % | ||||
| 1962.5 grams | -2.5 % | 10 % | ||||
| 2082.7 grams | -2.1 % | 5.1 % | ||||
| 2145.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-R209 RAP
Test was verified on 4/18/2025 ✔