Summary for Test 2024-02-28-27-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993870 DEA: 120R5604 EFIS: 1218000117 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5,55,73,91,133,405-var |
| Award Date | 04/12/2023 |
| Closeout Date | 08/19/2026 |
| Work Description | PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/14/2022) |
Sample Information
| Sample Taken Date | 02/28/2024 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/29/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 Concrete Cylinders | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kreetha |
| Last name of sampler or witnessed by | Bond | Title of sampler | |
| Telephone number of sampler | 9498727223 | Laboratory sample identification | 24-0055 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | securty paving | |
| 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 | G3-23-PCC-345HE |
|---|---|---|---|
| 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 | ||
| 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 | Location 2 LCB Sta 391 90 to Sta 404 00 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-02-28-27
DIME Test ID: 2024-02-28-27-1
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: 2024-03-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 03/06/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 85100 lb
Maximum load on cylinder 2: 91910 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.00
Correction factor for cylinder 2: 0.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.89 in^2
Cross sectional area of cylinder 2: 27.89 in^2
Compressive strength (to nearest 10 psi): 3180 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 24-0055-07 | 155.98 KB | 03/07/2024 | 2024-02-28-27-1 | Info |
Test was verified on 3/7/2024 ✔