Summary for Test 2025-08-22-13-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-11.3/34.6 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Bridge Rail Replacement - 3 Bridges |
| Location Description | Hely Creek, Little Larabee Creek and Butte Creek Bridge. |
| QA Service Level | 1 (Verified on 04/27/2023) |
Sample Information
| Sample Taken Date | 08/22/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2025 | Sample type | Quality Assurance |
| A brief description of the sample | PCC for a gutter on top of wall. | The quantity of what the sample constitutes | 31 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Shantanu |
| Last name of sampler or witnessed by | Nalawade | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser | |
| 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 | MF 1.4 slag ae |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 111355 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of the concrete 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: 2025-08-22-13
DIME Test ID: 2025-08-22-13-1
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: 2025-08-29
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 08/29/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Maximum load on cylinder 1: 71881 lb
Type of fracture pattern of cylinder 1: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 5720 psi
General comments (publicly viewable) (Max 1000 characters): 1 cylinder on 8/29/25
Test was verified on 8/29/2025 ✔