Summary for Test 2015-07-17-5-2
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 209676 DEA: 023E7904 EFIS: 0200020151 |
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DIST-CO-RTE-PM | 02-TRI-299-12.3/12.9 |
Award Date | 09/24/2014 |
Closeout Date | 11/29/2017 |
Work Description | Collins Bar Sidehill Viaduct |
Location Description | Trinity County |
QA Service Level | 1 (Verified on 06/20/2014) |
Sample Information
Sample Taken Date | 07/17/2015 | Sample Unique Key | 5 |
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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 | 08/03/2015 |
Sample type | Annual Source Testing | A brief description of the sample | Sand |
The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Brace |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 15FPCC-0337 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Eureka Ready mix | Transportation Laboratory (TL) Number | C899641B |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | NA |
---|---|---|---|
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 | Stockpile |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | |
The concrete mix design number | Lot number | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2015-07-17-5
DIME Test ID: 2015-07-17-5-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2015-08-17
Test Results
What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 08/03/2015
Percentage Loss of material retained on #8 sieve: no data
Percentage Loss of material retained on #16 sieve: no data
Percentage Loss of material retained on #30 sieve: no data
Percentage Loss of material retained on #50 sieve: no data
Percentage Loss of material retained on #100 sieve: no data
Weighted Average Percent Loss of Fine Aggregate: 0.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2015 ✔