Summary for Test 2025-01-21-38-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994121 DEA: 120P68U4 EFIS: 1218000105 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-13.0/33.7 |
| Award Date | 07/12/2023 |
| Closeout Date | 04/28/2026 |
| Work Description | COLD PLANE, PLACE RHMA AND MODIFY CURB RAMPS AND ELECTRICAL SYSTEMS. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM CRYSTAL HEIGHTS DRIVE TO LOS ANGELES/ORANGE COUNTY LINE |
| QA Service Level | 1 (Verified on 07/07/2023) |
Sample Information
| Sample Taken Date | 01/21/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/22/2025 | 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 | 25-0014 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex - Irvine | |
| 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 | 1627309 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 42740332 | |
| 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 | Traffic Signal Foundation (Type 21TS) |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-01-21-38
DIME Test ID: 2025-01-21-38-1
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: 2025-02-06
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: 01/31/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 60320 lb
Maximum load on cylinder 2: 57850 lb
Maximum load on cylinder 3: 56390 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: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4775.9 psi
Compressive strength of cylinder 2: 4580.4 psi
Compressive strength of cylinder 3: 4464.8 psi
Compressive strength (to nearest 10 psi): 4610 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 25-0014 | 138.24 KB | 02/06/2025 | 2025-01-21-38-1 | Info |
Test was verified on 2/6/2025 ✔