Summary for Test 2025-04-01-13-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000213 DEA: 120S1904 EFIS: 1219000104 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-22-R11.6/R12.5 |
| Award Date | 06/06/2024 |
| Closeout Date | Not set |
| Work Description | AUXILIARY LANE EXTENSION. |
| Location Description | ORANGE COUNTY IN SANTA ANA AND ORANGE FROM 0.1 MILE WEST OF SANTIAGO CREEK TO 0.2 MILE EAST OF CAMBRIDGE STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 05/28/2024) |
Sample Information
| Sample Taken Date | 04/01/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 04/02/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 12 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 25-0126 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Cemex | 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 | 1610838 |
|---|---|---|---|
| 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 | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | Footing for RW 595 1+60~6+50 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-04-01-13
DIME Test ID: 2025-04-01-13-3
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: 2025-04-29
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: 04/29/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 69050 lb
Maximum load on cylinder 2: 77220 lb
Maximum load on cylinder 3: 73450 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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength of cylinder 1: 5524.0 psi
Compressive strength of cylinder 2: 6177.6 psi
Compressive strength of cylinder 3: 5876.0 psi
Compressive strength (to nearest 10 psi): 5860 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 25-0126-28D | 138.38 KB | 04/29/2025 | 2025-04-01-13-3 | Info |
Test was verified on 4/29/2025 ✔