Summary for Test 2025-09-22-67-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000416 DEA: 120S1104 EFIS: 1219000091 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-22-R0.9/R9.4 |
| Award Date | 09/04/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE CONCRETE BARRIER AND MODIFY LIGHTING SYSTEM. |
| Location Description | ORANGE FROM BOLSA CHICA ROAD OVERCROSSING IN GARDEN GROVE TO LEWIS STREET OVERCROSSING IN ORANGE |
| QA Service Level | 1 (Verified on 08/05/2024) |
Sample Information
| Sample Taken Date | 09/22/2025 | Sample Unique Key | 67 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/23/2025 | 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 | Brandon |
| Last name of sampler or witnessed by | Tom | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 25-0334 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | National / Artesia | |
| 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 | A59C456T10 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2000053 | |
| 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 | 60 MA 257+60 to 259+61 N.R.M. Artesia |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-09-22-67
DIME Test ID: 2025-09-22-67-1
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: 2025-11-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Johnny Do
Date of test: 09/29/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 37790 lb
Maximum load on cylinder 2: 30500 lb
Maximum load on cylinder 3: 33690 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: 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: 12.63 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 3006.4 psi
Compressive strength of cylinder 2: 2414.9 psi
Compressive strength of cylinder 3: 2680.2 psi
Compressive strength (to nearest 10 psi): 2700 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 25-0334 | 138.36 KB | 11/03/2025 | 2025-09-22-67-1 | Info |
Test was verified on 11/3/2025 ✔