Summary for Test 2020-11-18-37-1
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 212244 DEA: 044G8404 EFIS: 0413000051 |
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DIST-CO-RTE-PM | 04-NAP-128-20.1/20.4 |
Award Date | 02/19/2019 |
Closeout Date | 06/27/2023 |
Work Description | REPLACE CAPELL CREEK BRIDGE |
Location Description | NAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST |
QA Service Level | 1 (Verified on 05/20/2017) |
Sample Information
Sample Taken Date | 11/18/2020 | Sample Unique Key | 37 |
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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 | 12/22/2020 |
Sample type | Quality Assurance | A brief description of the sample | 1x4 Aggregates |
The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Plant | Last name of sampler or witnessed by | Plant |
Title of sampler | QC lab tech | Telephone number of sampler | |
Laboratory sample identification | 20-CPCC-0245 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Capay | Transportation Laboratory (TL) Number | C043702 |
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) | 91-57-0014::CAPAY |
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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 | Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-11-18-37
DIME Test ID: 2020-11-18-37-1
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: 2021-01-08
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: JH/RK
Date of test: 01/08/2021
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: 3.2 %
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 1/8/2021 ✔