Summary for Test 2024-10-25-12-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215771 DEA: 09367504 EFIS: 0916000032 |
|---|---|
| DIST-CO-RTE-PM | 09--5756-NA |
| Award Date | 03/23/2023 |
| Closeout Date | 11/10/2025 |
| Work Description | Building work, hot mix asphalt (type A) |
| Location Description | IN KERN COUNTY IN TEHACHAPI AT THE TEHACHAPI HIGHWAY MAINTENANCE STATION AT 305 INDUSTRIAL PARKWAY |
| QA Service Level | 1 (Verified on 05/13/2021) |
Sample Information
| Sample Taken Date | 10/25/2024 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/29/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" Coldfeed & RAP | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Granite QC |
| Last name of sampler or witnessed by | Granite QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | CF-7 SL-8 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Solari Plant | |
| Transportation Laboratory (TL) Number | 4483 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Tehachapi Maintenance Station | |
| 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 Hot 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 | 8 | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-10-31: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-10-25-12-2 |
| 2024-10-32: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-10-25-12-2 |
Test Details
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DIME Sample ID: 2024-10-25-12
DIME Test ID: 2024-10-25-12-2
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: 2024-10-31
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: 10/31/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1323.4 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 % | ||||
| 6.5 grams | 0.2 % | 100 % | ||||
| 281.4 grams | 1.8 % | 81 % | ||||
| 521.1 grams | 5.0 % | 66 % | ||||
| 713.3 grams | 6.4 % | 53 % | ||||
| 861.8 grams | 5.3 % | 40 % | ||||
| 989.6 grams | 3.6 % | 29 % | ||||
| 1087.1 grams | 3.1 % | 21 % | ||||
| 1162.3 grams | 3.2 % | 15.4 % | ||||
| 1180.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-7 SL-8 RAP
Test was verified on 10/31/2024 ✔