Summary for Test 2025-04-17-99-2
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 | 04/17/2025 | Sample Unique Key | 99 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 04/18/2025 |
| 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 | Ryan | Last name of sampler or witnessed by | Milum |
| 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 | S63C453T13 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 1 | 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 | Barrier Transitions RW #61, 67, and 77 | 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: 2025-04-17-99
DIME Test ID: 2025-04-17-99-2
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: 2025-10-17
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isac Vasquez
Date of test: 05/15/2025
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: 73384 lb
Maximum load on cylinder 2: 74160 lb
Maximum load on cylinder 3: 76775 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: 28 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): 5950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2025 ✔