Summary for Test 2017-10-24-29-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 211504 DEA: 060N9904 EFIS: 0612000114 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,MAD-41U-33.1/33.4,0.0/0.3 |
| Award Date | 10/13/2016 |
| Closeout Date | 10/02/2019 |
| Work Description | BRIDGE SCOUR MITIGATION, SEISMIC RETROFIT AND UPGRADE RAIL. |
| Location Description | FRESNO AND MADERA COUNTIES NEAR FRESNO FROM 0.1 MILE NORTH OF PERRIN ROAD UNDERCROSSING TO 0.1 MILE SOUTH OF AVENUE 9 UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/05/2016) |
Sample Information
| Sample Taken Date | 10/24/2017 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 01/26/2018 |
| Sample type | Annual Source Testing | A brief description of the sample | 1 x 4 PCC Aggregate |
| The quantity of what the sample constitutes | 1 bag | 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 | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 18-0002 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Cemex Rockfield | Transportation Laboratory (TL) Number | C813404A |
| 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) | 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 | 1 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2017-10-24-29
DIME Test ID: 2017-10-24-29-1
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: 2018-02-13
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 02/13/2018
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: 1.2 %
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 2/13/2018 ✔