Summary for Test 2019-02-01-14-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 213583 DEA: 060H2004 EFIS: 0612000157 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-201,216-12.5,21.2,18.7 |
| Award Date | 11/29/2018 |
| Closeout Date | 11/29/2021 |
| Work Description | BRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS. |
| Location Description | TULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 02/01/2019 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/01/2019 | Sample type | Annual Source Testing |
| A brief description of the sample | 3/4 aggregate coarse | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | n |
| Last name of sampler or witnessed by | Pal | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 19-CPCC-0064 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Friant Fresno | |
| Transportation Laboratory (TL) Number | C922805B | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| 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) | 91-10-0014::ROCKFIELD PLANT |
|---|---|---|---|
| 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 @ Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-02-01-14
DIME Test ID: 2019-02-01-14-1
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: 2019-04-16
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 04/16/2019
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: 0.7 %
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 4/16/2019 ✔