Summary for Test 2024-10-09-74-2
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 | 10/09/2024 | Sample Unique Key | 74 |
|---|---|---|---|
| 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-6 | 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 |
|---|---|---|
| 2024-10-22: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-10-09-74-2 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-10-09-74
DIME Test ID: 2024-10-09-74-2
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 | ||||
|---|---|---|---|---|---|---|
| 1209.4 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 % | ||||
| 12.8 grams | -1.2 % | 98 % | ||||
| 296.7 grams | -1.0 % | 74 % | ||||
| 528.4 grams | 1.9 % | 58 % | ||||
| 681.3 grams | 1.3 % | 45 % | ||||
| 804.9 grams | 0.6 % | 34 % | ||||
| 925.1 grams | -0.2 % | 23 % | ||||
| 1008.7 grams | 0.2 % | 17 % | ||||
| 1071.4 grams | 0.6 % | 12.0 % | ||||
| 1088.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-6 RAP
Test was verified on 10/22/2024 ✔