Summary for Test 2026-08-18-32-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001985 DEA: 010L9904 EFIS: 0122000073 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-199-T0.6/0.8 |
| Award Date | 01/30/2026 |
| Closeout Date | Not set |
| Work Description | DN 199 Construct Roundabout |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/04/2026) |
Sample Information
| Sample Taken Date | 08/18/2026 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 08/19/2026 |
| Sample type | Preliminary | A brief description of the sample | PCC for CRPC |
| The quantity of what the sample constitutes | Concrete Field Qualification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Leif | Last name of sampler or witnessed by | Ayres |
| Title of sampler | MREAS | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tidewater Stary 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 | TWC-CT675PAV |
|---|---|---|---|
| The truck number from where the sample was collected | 121 | The batch plant ticket number from where the sample was collected | 4115 |
| Concrete batch plant | Tidewater Stary Pit | The fabricator/manufacturer designation for the sample | Qualification |
| A detailed description of where the material sample was collected | Concrete Chute | Where the material sample would have been placed if not sampled | N/A |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-08-18-32
DIME Test ID: 2026-08-18-32-1
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: 2026-08-21
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: 08/21/2026
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: 20838 lb
Maximum load on cylinder 2: 21373 lb
Maximum load on cylinder 3: 22339 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: 3 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 0 in^2
Cross sectional area of cylinder 2: 0 in^2
Cross sectional area of cylinder 3: 0 in^2
Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters): 8/21/26 3 day Break
Test was verified on 8/21/2026 ✔