Summary for Test 2024-01-26-14-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994671 DEA: 010H8004 EFIS: 0118000110 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-254-4.3/4.7 |
| Award Date | 03/10/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Myers Flat Permanent Restoration |
| Location Description | Bridge No. 04E0041 |
| QA Service Level | 1 (Verified on 04/11/2023) |
Sample Information
| Sample Taken Date | 01/26/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 01/29/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | Unknown Quantity | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Thomas |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | C0263 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eureka Ready mix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 04-E0041 | |
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | Unknown |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | not given | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Mixer truck | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-01-26-14
DIME Test ID: 2024-01-26-14-3
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-02-23
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 02/23/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 61390 lb
Maximum load on cylinder 2: 62310 lb
Maximum load on cylinder 3: 56310 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.6 in^2
Cross sectional area of cylinder 2: 12.6 in^2
Cross sectional area of cylinder 3: 12.6 in^2
Compressive strength (to nearest 10 psi): 4770 psi
General comments (publicly viewable) (Max 1000 characters): 28 Day Break 2/23/24
Test was verified on 2/23/2024 ✔