Summary for Test 2020-04-03-13-2
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-32.0/38.0,53.7/63.8 |
| Award Date | 12/23/2019 |
| Closeout Date | 02/18/2021 |
| Work Description | PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE. |
| Location Description | TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 04/03/2020 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 05/03/2020 |
| Sample type | Verification | A brief description of the sample | Crushed Fines, 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shasta Ranch Aggregates - Anderson, CA | Transportation Laboratory (TL) Number | 858605 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Sized Untreated Aggregate Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | fine |
| The concrete mix design number | JMF 20-01-S1 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-03-13
DIME Test ID: 2020-04-03-13-2
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: 2020-05-21
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?: Previously used
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: Bang Nguyen/ Ryan Kester
Date of test: 05/21/2020
Percentage of ⅜ inch x No. 4 material loss: 0 %
Percentage of No. 4 x 8 material loss: 4.3 %
Percentage of No. 8 x 16 material loss: 0.8 %
Percentage of No. 16 x 30 material loss: 1.9 %
Percentage of No. 30 x 50 material loss: 1.3 %
Fine weighted average loss: 2.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/21/2020 ✔