Summary for Test 2016-06-22-13-4
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 210829 DEA: 07302904 EFIS: 0713000478 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-C43.9/C46.4 |
| Award Date | 01/13/2016 |
| Closeout Date | 06/25/2019 |
| Work Description | REPLACE CONCRETE SLABS/PAVEMENT. |
| Location Description | IN LA, RT 5 TRUCK LANES CNTY LN ROAD OVERHEAD TO 0.2 MILE SOUTH OF WELDON CANYON OVERCROSSING |
| QA Service Level | 1 (Verified on 12/16/2015) |
Sample Information
| Sample Taken Date | 06/22/2016 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 06/23/2016 |
| Sample type | Annual Source Testing | A brief description of the sample | One inch by number four rock |
| The quantity of what the sample constitutes | Unknown | From where was the sample collected | Source |
| First name of sampler or witnessed by | Alvaro | Last name of sampler or witnessed by | Farnetti |
| Title of sampler | QC Tech | Telephone number of sampler | Unknown |
| Laboratory sample identification | 6271B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Granite Construction | Transportation Laboratory (TL) Number | C 6 16 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA 91 19 0008 |
|---|---|---|---|
| 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 | Granite Construction Littlerock Stockpiles |
| 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 | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2016-06-22-13
DIME Test ID: 2016-06-22-13-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-08-22
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nemencio Daof
Date of test: 07/12/2016
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: 1.3 %
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 8/22/2019 ✔