Summary for Test 2019-05-07-12-1
Test performed: CTM 214-August 2010
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
Project Identifiers | Project ID: 213274 DEA: 010C8104 EFIS: 0113000060 |
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DIST-CO-RTE-PM | 01-LAK-20,53-31.1/31.8,7.0/7.4 |
Award Date | 06/11/2018 |
Closeout Date | 07/09/2021 |
Work Description | CONSTRUCT ROUNDABOUT |
Location Description | LAKE COUNTY NEAR CLEARLAKE OAKS ON ROUTE 20 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 53 AND ON ROUTE 53 FROM 0.4 MILE SOUTH OF ROUTE 20 TO ROUTE 20 |
QA Service Level | 1 (Verified on 04/27/2018) |
Sample Information
Sample Taken Date | 05/07/2019 | Sample Unique Key | 12 |
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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 | 05/29/2019 |
Sample type | Quality Assurance | A brief description of the sample | 1x#4 coarse agg |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Hanthey |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 19-CPCC-0095 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | stock pile | Transportation Laboratory (TL) Number | C724426 |
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) | 91-23-0015 |
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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 | NorCal Concrete Ukiah, CA |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-05-07-12
DIME Test ID: 2019-05-07-12-1
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: 2019-06-12
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 06/12/2019
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate: 4.1 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.