Summary for Test 2026-03-13-31-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1002051 DEA: 120T4604 EFIS: 1222000053 |
|---|---|
| DIST-CO-RTE-PM | 12---unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/27/2026) |
Sample Information
| Sample Taken Date | 03/13/2026 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/14/2026 | 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 | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 26-0039 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| 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 | 5264125A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| 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 | SB 55 Edinger Off Ramp |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-03-13-31
DIME Test ID: 2026-03-13-31-1
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: 2026-03-30
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: 03/27/2026
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: 50310 lb
Maximum load on cylinder 2: 47390 lb
Maximum load on cylinder 3: 50380 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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: 14 days
Age of specimen in hours: no data
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 of cylinder 1: 4002.4 psi
Compressive strength of cylinder 2: 3770.1 psi
Compressive strength of cylinder 3: 4008.0 psi
Compressive strength (to nearest 10 psi): 3930 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 26-0039 | 138.00 KB | 03/30/2026 | 2026-03-13-31-1 | Info |
Test was verified on 3/30/2026 ✔