Summary for Test 2015-12-03-4-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 209114 DEA: 040A7104 EFIS: 0400000160 COOP: 042550 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-28.4/29.2 |
| Award Date | 04/30/2014 |
| Closeout Date | 07/23/2020 |
| Work Description | WIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS. |
| Location Description | ALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING. |
| QA Service Level | 1 (Verified on 10/11/2013) |
Sample Information
| Sample Taken Date | 12/03/2015 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/11/2016 | Sample type | Annual Source Testing |
| A brief description of the sample | 3/8 x 8 aggregate | The quantity of what the sample constitutes | 2 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | L |
| Last name of sampler or witnessed by | Valdez | Title of sampler | TET |
| Telephone number of sampler | Unknown | Laboratory sample identification | 16CPCC-0002 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Vulcan Pleasanton |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0010 |
|---|---|---|---|
| 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 | Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | 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: 2015-12-03-4
DIME Test ID: 2015-12-03-4-1
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: 2016-02-25
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 01/25/2016
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: 2.1 %
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 2/25/2016 ✔