Summary for Test 2019-04-25-14-6
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
| Award Date | 02/03/2016 |
| Closeout Date | 10/21/2020 |
| Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
| Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
| Sample Taken Date | 04/25/2019 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/25/2019 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D77853F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shasta Ranch Aggregates | Transportation Laboratory (TL) Number | 001903 |
| 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 | L190276 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles |
| 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 19-09-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-25-14
DIME Test ID: 2019-04-25-14-6
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-06-21
Test Results
Percentage of the total sample represented by each size
Size of aggregate being tested: Coarse and 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: HQ Agg
Date of test: 05/15/2019
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: 1.1 %
Percentage of ⅜ inch x No. 4 material loss: 3.7 %
Percentage of No. 4 x 8 material loss: 5 %
Percentage of No. 8 x 16 material loss: 3.2 %
Percentage of No. 16 x 30 material loss: 5.8 %
Percentage of No. 30 x 50 material loss: 8.1 %
Coarse weighted average loss: 2 %
Fine weighted average loss: 5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2019 ✔