Summary for Test 2023-03-18-30-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994454 DEA: 010M7304 EFIS: 0123000063 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-211-77.2/78.59999999999999 |
| Award Date | 12/21/2022 |
| Closeout Date | Not set |
| Work Description | Fernbridge Earthquake Restoration (Bridge No. 04-0134) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/03/2023) |
Sample Information
| Sample Taken Date | 03/18/2023 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 03/18/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Rapid Strength Concrete |
| The quantity of what the sample constitutes | unknown | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Duran |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | C0151 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CTS | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 04-0134 | |
| Structure name | Fern Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-72-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | MIXER | Where the material sample would have been placed if not sampled | South Approach Deck and Girder |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-03-18-30
DIME Test ID: 2023-03-18-30-3
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: 2023-04-17
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 04/15/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 235330 lb
Maximum load on cylinder 2: 246230 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.3 in^2
Cross sectional area of cylinder 2: 28.3 in^2
Compressive strength (to nearest 10 psi): 8510 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/17/2023 ✔