Summary for Test 2026-03-18-43-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 03/18/2026 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/18/2026 | Sample type | Acceptance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | LCB 7 Day - 12452-LCB-1 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Azelton | Title of sampler | Tester |
| Telephone number of sampler | Laboratory sample identification | 260318-1 12452-LCB-1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Atkinson Mobile Plant - Shandon | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3857460 |
Material Information
| Material Type | Concrete | The concrete mix design number | 12452-LCB-1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Loader | 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: 2026-03-18-43
DIME Test ID: 2026-03-18-43-3
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-03-25
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Isaac Gleffe
Date of test: 03/25/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 27245 lb
Maximum load on cylinder 2: 27426 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 963.7 psi
Compressive strength of cylinder 2: 963.7 psi
Compressive strength (to nearest 10 psi): 960 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2026 ✔