Summary for Test 2024-09-20-70-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993635 DEA: 120R7504 EFIS: 1219000030 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-R33.7/R35.4 |
| Award Date | 08/15/2023 |
| Closeout Date | 06/22/2026 |
| Work Description | PLACE HMA, JPCP, INSTALL SIGN STRUCTURE, AND ELECTRICAL SYSTEMS. |
| Location Description | IN THE COUNTY OF ORANGE, IN THE CITIES OF ORANGE AND SANTA ANA, ON SB I-5 BETWEEN THE EB RTE 22/SB I-5 CONN AND NORTH OF STATE COLLEGE BLVD. UC |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 09/20/2024 | Sample Unique Key | 70 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/24/2024 | 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 | Mahesh |
| Last name of sampler or witnessed by | Kapoor | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 24-0391 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Associated / Fountain Valley | |
| 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 | 57247WH |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 7213104 | |
| 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 | CIDH Pile 1136+70 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-09-20-70
DIME Test ID: 2024-09-20-70-2
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: 2024-11-06
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: 11/01/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 72000 lb
Maximum load on cylinder 2: 84580 lb
Maximum load on cylinder 3: 84710 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: 12.63 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5700.7 psi
Compressive strength of cylinder 2: 6665.1 psi
Compressive strength of cylinder 3: 6707.0 psi
Compressive strength (to nearest 10 psi): 6360 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 24-0391-42D | 138.73 KB | 11/06/2024 | 2024-09-20-70-2 | Info |
Test was verified on 11/6/2024 ✔