Summary for Test 2024-06-25-42-3
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 | Not set |
| 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 | 06/25/2024 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 06/25/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" CF & RAP |
| The quantity of what the sample constitutes | 1 Bag of Coldfedd & 1 Bag of RAP | 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 | CF-R146 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel | Transportation Laboratory (TL) Number | 0075 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-06-64: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-06-25-42-3 |
| 2024-06-65: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-06-25-42-3 |
| 2024-06-66: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-06-25-42-3 |
| 2024-06-67: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-06-25-42-3 |
Test Details
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DIME Sample ID: 2024-06-25-42
DIME Test ID: 2024-06-25-42-3
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: 2024-06-27
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Jerid Kupelian
Date of test: 06/25/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2110.6 grams | ||||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 0 grams | 0 % | 100 % | ||||
| 18.3 grams | 0.2 % | 99 % | ||||
| 267.1 grams | -5.1 % | 82 % | ||||
| 374.7 grams | -5.1 % | 77 % | ||||
| 729.1 grams | -6.5 % | 59 % | ||||
| 1001.6 grams | -3 % | 50 % | ||||
| 1256.1 grams | -2.4 % | 38 % | ||||
| 1461.1 grams | -2.4 % | 28 % | ||||
| 1643.9 grams | -2.7 % | 19 % | ||||
| 1802.4 grams | -2.5 % | 12 % | ||||
| 1919 grams | -2.1 % | 7 % | ||||
| 1984.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-R146 RAP
Test was verified on 6/27/2024 ✔