Summary for Test 2024-10-08-73-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000233 DEA: 09398004 EFIS: 0923000027 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-R93.0/R97.0,R139.8 |
| Award Date | 05/24/2024 |
| Closeout Date | 12/02/2024 |
| Work Description | HOT MIX ASPHALT (TYPE A), & REMOVE CONCRETE PAVEMENT. |
| Location Description | KERN COUNTY NEAR TEHACHAPI FROM 0.2 MILE EAST OF DENNISON ROAD OVERCROSSING TO 2.2 MILES WEST OF SAND CANYON OVERHEAD BRIDGE AND NEAR BORON AT BORAX ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 04/03/2024) |
Sample Information
| Sample Taken Date | 10/08/2024 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 10/21/2024 |
| 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 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Solari Plant | Transportation Laboratory (TL) Number | |
| 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 | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-10-21: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-10-08-73-1 |
Test Details
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DIME Sample ID: 2024-10-08-73
DIME Test ID: 2024-10-08-73-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-10-22
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 10/22/2024
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 94.9 % | ||||||
| 67.2 % | ||||||
| 58.8 % | ||||||
| 42.1 % | ||||||
| 34.7 % | ||||||
| 26.1 % | ||||||
| 17.6 % | ||||||
| 9.6 % | ||||||
| 4.4 % | ||||||
| 2.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-5
Test was verified on 10/22/2024 ✔