Summary for Test 2024-10-08-73-2
Test performed: AASHTO T30-19Project 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 | 2 | 2024-10-08-73-2 |
Test Details
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DIME Sample ID: 2024-10-08-73
DIME Test ID: 2024-10-08-73-2
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: 2024-10-22
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: 10/22/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1462.0 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 % | ||||
| 15.9 grams | -1.2 % | 98 % | ||||
| 356.2 grams | -1.0 % | 75 % | ||||
| 633.7 grams | 1.9 % | 59 % | ||||
| 824.6 grams | 1.3 % | 45 % | ||||
| 973.2 grams | 0.6 % | 34 % | ||||
| 1119.4 grams | -0.2 % | 23 % | ||||
| 1216.7 grams | 0.2 % | 17 % | ||||
| 1294.9 grams | 0.6 % | 12.0 % | ||||
| 1311.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-5 RAP
Test was verified on 10/22/2024 ✔