Summary for Test 2024-10-24-35-2
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 | 10/24/2024 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 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-5 SL-6 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Solari Plant | Transportation Laboratory (TL) Number | 4481 |
| 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 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 | 6 | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-10-29: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-10-24-35-2 |
| 2024-10-30: HMA Aggregates (Size 3/4"): Type A HMA - Sieve Analysis With RAP | 2 | 2024-10-24-35-2 |
Test Details
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DIME Sample ID: 2024-10-24-35
DIME Test ID: 2024-10-24-35-2
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 | ||||
|---|---|---|---|---|---|---|
| 1430.4 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 % | ||||
| 8.2 grams | 0.2 % | 100 % | ||||
| 306.2 grams | 1.8 % | 80 % | ||||
| 561.1 grams | 5.0 % | 66 % | ||||
| 767.2 grams | 6.4 % | 53 % | ||||
| 932.8 grams | 5.3 % | 40 % | ||||
| 1073.3 grams | 3.6 % | 29 % | ||||
| 1178.1 grams | 3.1 % | 21 % | ||||
| 1259.3 grams | 3.2 % | 15.2 % | ||||
| 1277.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-5 SL-6
Test was verified on 10/31/2024 ✔