Summary for Test 2024-11-27-21-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214698 DEA: 120N8904 EFIS: 1214000130 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133-8.3/M9.3 |
| Award Date | 11/09/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT AUXILIARY LANE. |
| Location Description | ORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 02/22/2021) |
Sample Information
| Sample Taken Date | 11/27/2024 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/28/2024 | Sample type | Quality Control |
| A brief description of the sample | 4x8 Cylinders | The quantity of what the sample constitutes | 9 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Geroge |
| Last name of sampler or witnessed by | Zacarias | Title of sampler | QC Field Technician |
| Telephone number of sampler | Laboratory sample identification | Set 1 | |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Job Site |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 00-0000 | Structure name | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | S63C453T14 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 2 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 1 |
| A detailed description of where the material sample was collected | RTE 133 Bridge, RW 61, STEM, STA 11+68 - 11+92 | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | 1 | Bag Lot No. | 1 |
Test Details
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DIME Sample ID: 2024-11-27-21
DIME Test ID: 2024-11-27-21-5
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-03-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isaac Vasquez
Date of test: 12/04/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 48444 lb
Maximum load on cylinder 2: 44976 lb
Maximum load on cylinder 3: 47565 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 3740 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2025 ✔