Summary for Test 2014-04-04-9553170-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 6959 DEA: 04297614 EFIS: 0400020580 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-25.5/27.1 |
| Award Date | 03/21/2012 |
| Closeout Date | 01/14/2016 |
| Work Description | WIDEN EXIST HWY AND BR; CONSTRUCT AN ACCESS BR AND RETAINING WALLS. |
| Location Description | ALAMEDA COUNTY IN AND NEAR LIVERMORE FROM 0.4 MILE NORTH OF CONCANNON BOULEVARD TO JACK LONDON BOULEVARD |
| QA Service Level | 1 (Verified on 05/01/2012) |
Sample Information
| Sample Taken Date | 04/04/2014 | Sample Unique Key | 9553170 |
|---|---|---|---|
| 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 | 03/17/2014 |
| Sample type | Annual Source Testing | A brief description of the sample | 1x4 |
| The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Rommel | Last name of sampler or witnessed by | Pardo |
| Title of sampler | Not set | Telephone number of sampler | Not set |
| Laboratory sample identification | 14CPCC-0115 C738982 | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Santa Fe Aggregate | 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) | 91-24-0045::WINTON - BETTENCOURT |
|---|---|---|---|
| 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 Winton Plant |
| 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
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DIME Sample ID: 2014-04-04-9553170
DIME Test ID: 2014-04-04-9553170-1
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: 2014-04-07
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 04/04/2014
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: 5.1 %
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 4/7/2014 ✔