Summary for Test 2023-10-09-39-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215240 DEA: 021H6804 EFIS: 0216000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-39/41.9 |
| Award Date | 02/13/2023 |
| Closeout Date | 09/22/2025 |
| Work Description | SB Cottonwood Scales |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 10/09/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/09/2023 | Sample type | Production Start-Up |
| A brief description of the sample | Lime Treated 1/2-inch Type A Aggregate | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79369F | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 853407 | 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) | 91-45-0057 |
|---|---|---|---|
| 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 | Mathematically Combined per CT 384 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-10-09-39
DIME Test ID: 2023-10-09-39-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-10-26
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?: No
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 10/17/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 80 % | ||||||
| 54 % | ||||||
| 36 % | ||||||
| 24 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
| 9 % | ||||||
| 6.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): CT 384: Combined at 75.0% Cold Feed and 25.0% Reclaimed Aggregate; P¾″=100%, P½″=94%, P⅜"=80%, P№4=54%, P№8=36%, P№30=17%, P№200=6.5%
Test was verified on 10/26/2023 ✔