Summary for Test 2020-05-20-16-6
Test performed: CTM 521-June 2012Project Information
Project Identifiers | Project ID: 214292 DEA: 060Q9004 EFIS: 0614000047 |
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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 |
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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 | 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 |
Material Information
Material Type | Concrete | The concrete mix design number | 72T1X10 |
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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
DIME Sample ID: 2020-05-20-16
DIME Test ID: 2020-05-20-16-6
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: 06/03/2020
Correction factor: 1
Cylinder Age: 14 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): 4780 lb/in^2
Compressive Strength of Cylinder 1: 4810 lb/in^2
Compressive Strength of Cylinder 2: 4750 lb/in^2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2020 ✔