Summary for Test 2026-03-19-37-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1002020 DEA: 113B0514 EFIS: 1126000157 |
|---|---|
| DIST-CO-RTE-PM | 11---unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | EMERGENCY - Repair Damaged Bridge Rail |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/20/2026) |
Sample Information
| Sample Taken Date | 03/19/2026 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 03/19/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Field Sample |
| The quantity of what the sample constitutes | Field Sample | From where was the sample collected | Source |
| First name of sampler or witnessed by | Eddie | Last name of sampler or witnessed by | Bidinger |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Robertson's | 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 | RRM 20036 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Field Sample | 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: 2026-03-19-37
DIME Test ID: 2026-03-19-37-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-04-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 04/02/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 116750 lb
Maximum load on cylinder 2: 118505 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4156.3 psi
Compressive strength of cylinder 2: 4233.8 psi
Compressive strength (to nearest 10 psi): 4200 psi
General comments (publicly viewable) (Max 1000 characters): 14 Day, complies
Test was verified on 4/3/2026 ✔