Summary for Test 2020-05-20-16-7
Test performed: CTM 521-June 2012Project Information
| Project Identifiers | Project ID: 214292 DEA: 060Q9004 EFIS: 0614000047 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-180-92.2,130.1 |
| Award Date | 12/13/2019 |
| Closeout Date | 10/29/2020 |
| Work Description | REPLACE BRIDGE RAILS. |
| Location Description | FRESNO COUNTY NEAR SQUAW VALLEY AT MILL CREEK BRIDGE AND NEAR BOYDEN CAVE AT SOUTH FORK KINGS RIVER BRIDGE |
| QA Service Level | 1 (Verified on 08/05/2019) |
Sample Information
| Sample Taken Date | 05/20/2020 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/20/2020 | Sample type | Quality Control |
| A brief description of the sample | PCC | The quantity of what the sample constitutes | two cylinders |
| From where was the sample collected | Other | First name of sampler or witnessed by | Matthew |
| Last name of sampler or witnessed by | Horn | Title of sampler | QC Technician |
| Telephone number of sampler | 5593928776 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Outback Materials | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 72T1X10 |
|---|---|---|---|
| The truck number from where the sample was collected | 104 | The batch plant ticket number from where the sample was collected | 78360 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Unknown | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-05-20-16
DIME Test ID: 2020-05-20-16-7
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2020-07-01
Test Results
Number of specimens: 2
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 06/17/2020
Correction factor: 1
Cylinder Age: 28 days
Break Description of Cylinder 1 (if not 'cone'): no data
Break Description of Cylinder 2 (if not 'cone'): no data
Average Compressive Strength (to nearest 10): 5450 lb/in^2
Compressive Strength of Cylinder 1: 5400 lb/in^2
Compressive Strength of Cylinder 2: 5500 lb/in^2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2020 ✔