Summary for Test 2025-04-30-47-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995106 DEA: 072XA604 EFIS: 0723000080 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-65.2/66.4, 65.2/66.40000000000001 |
| Award Date | 12/16/2022 |
| Closeout Date | 09/25/2025 |
| Work Description | Repair/reconstruct side slope at the erosion gullies, earthen berms along the shoulder, reconstruct existing MGS, place erosion control on the reconstructed side slopes |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/30/2023) |
Sample Information
| Sample Taken Date | 04/30/2025 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 05/02/2025 |
| Sample type | Acceptance | A brief description of the sample | 6X12 PCC cylinders |
| The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Scott | Last name of sampler or witnessed by | Bauer |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | |
| Laboratory sample identification | 25-104 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 07-2XA604 |
| 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 | RRM13017 |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | 1264785 |
| Concrete batch plant | Robertsons | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | truck chute | 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: 2025-04-30-47
DIME Test ID: 2025-04-30-47-3
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-06-24
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 05/27/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 133241 lb
Maximum load on cylinder 2: 133630 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 27 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4696.5 psi
Compressive strength of cylinder 2: 4726.9 psi
Compressive strength (to nearest 10 psi): 4710 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2025 ✔