Summary for Test 2014-01-30-10525671-1
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 2358 DEA: 044A3304 EFIS: 0400001126 |
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DIST-CO-RTE-PM | 04-SCL-101-48.7/52.0 |
Award Date | 11/17/2011 |
Closeout Date | 01/20/2016 |
Work Description | CONSTRUCT AUXILIARY LANES ,EXTEND EXIST. HOV LANES IN BOTH DIRECTION. |
Location Description | SANTA CLARA COUNTY IN MOUNTAIN VIEW AND PALO ALTO FROM 0.1 MILE NORTH OF SHORELINE BOULEVARD OVERCROSSING TO OREGON EXPRESSWAY OVERCROSSING |
QA Service Level | 1 (Verified on 03/09/2012) |
Sample Information
Sample Taken Date | 01/30/2014 | Sample Unique Key | 10525671 |
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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 | 01/14/2014 |
Sample type | Annual Source Testing | A brief description of the sample | 3/8/2014 |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Moaid | Last name of sampler or witnessed by | Laymoun |
Title of sampler | Not set | Telephone number of sampler | Not set |
Laboratory sample identification | 14CPCC-0035 C713886 | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Cemex / Eliot | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0009 |
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The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
The plant number | Not set | A detailed description of where the material sample was collected | Stockpile |
Where the material sample would have been placed if not sampled | Not set | 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: 2014-01-30-10525671
DIME Test ID: 2014-01-30-10525671-1
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: 2014-02-03
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 01/30/2014
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: 5.5 %
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 2/3/2014 ✔