Summary for Test 2026-02-19-2-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001873 DEA: 010P4304 EFIS: 0125000013 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-12/16.5 |
| Award Date | 09/04/2024 |
| Closeout Date | Not set |
| Work Description | Last Chance Grade - Repair Storm Damage |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/15/2025) |
Sample Information
| Sample Taken Date | 02/19/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 02/20/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Waler 6 extension |
| The quantity of what the sample constitutes | 75 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Andre | Last name of sampler or witnessed by | Woods |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tidewater Starry pit | 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 | S-C2 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | xxxx | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of 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: 2026-02-19-2
DIME Test ID: 2026-02-19-2-3
Testing Lab: CT D01 - Crescent City Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-03-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Joshua Erler
Date of test: 03/11/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 71282 lb
Maximum load on cylinder 2: 69460 lb
Maximum load on cylinder 3: 70190 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 20 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 5670.8 psi
Compressive strength of cylinder 2: 5525.9 psi
Compressive strength of cylinder 3: 5583.9 psi
Compressive strength (to nearest 10 psi): 5590 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/11/2026 ✔