Summary for Test 2024-03-14-48-1
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 995055 DEA: 024H0504 EFIS: 0218000080 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273,299-18.5/18.7,24.1/30.3 |
| Award Date | 11/16/2023 |
| Closeout Date | Not set |
| Work Description | PLACE RHMA, HMA, MINOR CONCRETE, AND REPLACE AC SURFACING. |
| Location Description | SHASTA COUNTY IN AND NEAR REDDING ON ROUTE 273 FROM 0.5 MILE NORTH OF SULPHUR CREEK BRIDGE TO 0.2 MILE SOUTH OF TWIN VIEW BOULEVARD AND ON ROUTE 299 FROM 0.2 MILE WEST OF HILLTOP DRIVE TO 0.1 MILE EAST OF HOOTENANNY LANE |
| QA Service Level | 1 (Verified on 10/09/2023) |
Sample Information
| Sample Taken Date | 03/14/2024 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 03/14/2024 |
| Sample type | Verification | A brief description of the sample | 3 bags of Dust Untreated Sized Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79441C | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 035782C |
| 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) | 91-45-0061::Latona Aggregates |
|---|---|---|---|
| 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 | Untreated Sized Virgin Aggregate Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-03-14-48
DIME Test ID: 2024-03-14-48-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2024-05-01
Test Results
Percentage of the total sample represented by each size
Size of aggregate being tested: Fine Aggregate
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: Ryan Kester
Date of test: 04/26/2024
Percentage of ⅜ inch x No. 4 material loss: 0 %
Percentage of No. 4 x 8 material loss: 8.9 %
Percentage of No. 8 x 16 material loss: 5.8 %
Percentage of No. 16 x 30 material loss: 3.3 %
Percentage of No. 30 x 50 material loss: 4.1 %
Fine weighted average loss: 6.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/1/2024 ✔
