Summary for Test 2026-05-12-49-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001404 DEA: 120S3804 EFIS: 1220000058 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-10.0/21.3 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | SLAB REPLACEMENT (RSC), RHMA-PAVING, SIGNAL AND LIGHTING MODIFICATION. |
| Location Description | ORANGE COUNTY FROM EL HORNO STREET UNDERCROSSING IN SAN JUAN CAPISTRANO TO ROUTE 405/5 SEPARATION IN IRVINE |
| QA Service Level | 1 (Verified on 09/08/2025) |
Sample Information
| Sample Taken Date | 05/12/2026 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 05/14/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | MB Pro | Last name of sampler or witnessed by | MB Pro |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 26-0100 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | SHORTLOAD CONCRETE INC | 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 | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Acceptance Testing For ISR-RSC (SR 5 N) |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-05-12-49
DIME Test ID: 2026-05-12-49-2
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-05-23
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Dan Morris
Date of test: 05/22/2026
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
Average diameter of cylinder 3: 6.01 in
Maximum load on cylinder 1: 229660 lb
Maximum load on cylinder 2: 228860 lb
Maximum load on cylinder 3: 235370 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: 10 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
Cross sectional area of cylinder 3: 28.37 in^2
Compressive strength of cylinder 1: 8095.2 psi
Compressive strength of cylinder 2: 8095.5 psi
Compressive strength of cylinder 3: 8296.4 psi
Compressive strength (to nearest 10 psi): 8160 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 26-0100 | 143.22 KB | 05/23/2026 | 2026-05-12-49-2 | Info |
Test was verified on 5/23/2026 ✔