Summary for Test 2015-12-15-7-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 210794 DEA: 062HT104 EFIS: 0612000287 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-23.5/26.7 |
| Award Date | 06/30/2016 |
| Closeout Date | 09/16/2020 |
| Work Description | (Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST). |
| Location Description | State Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing. |
| QA Service Level | 1 (Verified on 10/01/2015) |
Sample Information
| Sample Taken Date | 12/15/2015 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2016 | Sample type | Annual Source Testing |
| A brief description of the sample | 1 x 4 PCC Aggregate | The quantity of what the sample constitutes | 8 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Holdridge | Title of sampler | IET |
| Telephone number of sampler | Unknown | Laboratory sample identification | 16CPCC-0165 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Vulcan Friant |
| Transportation Laboratory (TL) Number | c812326B | 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) | 91-10-0024 |
|---|---|---|---|
| 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: 2015-12-15-7
DIME Test ID: 2015-12-15-7-1
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: 2016-04-26
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 04/21/2016
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: 3.4 %
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 4/26/2016 ✔