Summary for Test 2019-01-29-8-2
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 01/29/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/01/2019 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Untreated Aggregate | The quantity of what the sample constitutes | JMF |
| From where was the sample collected | Source | First name of sampler or witnessed by | Anthony |
| Last name of sampler or witnessed by | Ortiz | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77791A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fawndale Rock Quarry | |
| Transportation Laboratory (TL) Number | 002272 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| 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 | Untreated Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | JMF 19-01-S1a | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-01-29-8
DIME Test ID: 2019-01-29-8-2
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: 2019-04-09
Test Results
Percentage of the total sample represented by each size
Size of aggregate being tested: Coarse 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
Date of test: 04/09/2019
Percentage of 2 ½ x 1 ½ material loss: 0 %
Percentage of 1 ½ x ¾ inch material loss: 0 %
Percentage of ¾ x ⅜ inch material loss: 0.72 %
Percentage of ⅜ inch x No. 4 material loss: 0.96 %
Coarse weighted average loss: 0.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2019 ✔