Summary for Test 2020-05-11-32-1
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 213525 DEA: 010A0404 EFIS: 0100020013 |
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DIST-CO-RTE-PM | 01-LAK-175-R25.0/27.5 |
Award Date | 10/15/2018 |
Closeout Date | 11/02/2021 |
Work Description | Putah Creek Bridge Widen +1 + 2RCBs |
Location Description | LAKE COUNTY AT AND NEAR MIDDLETOWN FROM 0.1 MILE EAST OF PUTAH CREEK BRIDGE TO DRY CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/24/2018) |
Sample Information
Sample Taken Date | 05/11/2020 | Sample Unique Key | 32 |
---|---|---|---|
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 | 06/30/2020 |
Sample type | Preliminary | A brief description of the sample | 1 bags (Fine) |
The quantity of what the sample constitutes | 1 bag (Fine) | From where was the sample collected | Source |
First name of sampler or witnessed by | Jerry | Last name of sampler or witnessed by | Oliver |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | 20-PCCF-0106 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Capay | Transportation Laboratory (TL) Number | C928713 |
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) | not supply |
---|---|---|---|
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 | 1 bag | |
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 | Not set |
Test Details
DIME Sample ID: 2020-05-11-32
DIME Test ID: 2020-05-11-32-1
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: 2020-07-17
Test Results
What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 07/17/2020
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: 5.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2020 ✔