Summary for Test 2026-10-05-30-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1002682 DEA: 112N2554 EFIS: 1125000084 |
|---|---|
| DIST-CO-RTE-PM | 11-UNKNOWN--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2026) |
Sample Information
| Sample Taken Date | 10/05/2026 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/18/2026 | 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 | Francisco |
| Last name of sampler or witnessed by | Ruvalcaba | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | Bid Item 144 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Volumetric Truck | |
| 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 | CTS-65-EHI |
|---|---|---|---|
| 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 | ISR RSC | |
| A detailed description of where the material sample was collected | Field | 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: 2026-10-05-30
DIME Test ID: 2026-10-05-30-2
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: 2026-10-08
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 10/08/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 128600 lb
Maximum load on cylinder 2: 124300 lb
Maximum load on cylinder 3: 117990 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength of cylinder 1: 4549.0 psi
Compressive strength of cylinder 2: 4396.9 psi
Compressive strength of cylinder 3: 4173.7 psi
Compressive strength (to nearest 10 psi): 4370 psi
General comments (publicly viewable) (Max 1000 characters): 3 days - Min 4760psi
Test was verified on 10/8/2026 ✔