Summary for Test 2025-01-17-37-2
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 | 06/22/2026 |
| 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 | 01/17/2025 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/19/2025 | 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 | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 25-0013 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CEMEX - ORANGE | |
| 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 | RW 595 7+68~8+64 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-01-17-37
DIME Test ID: 2025-01-17-37-2
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: 2025-03-10
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: 02/28/2025
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: 4.00 in
Maximum load on cylinder 1: 61000 lb
Maximum load on cylinder 2: 64840 lb
Maximum load on cylinder 3: 67840 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: 42 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: 12.57 in^2
Compressive strength of cylinder 1: 4880.0 psi
Compressive strength of cylinder 2: 5187.2 psi
Compressive strength of cylinder 3: 5397.0 psi
Compressive strength (to nearest 10 psi): 5150 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/10/2025 ✔