Summary for Test 2026-04-03-41-3
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 1001169 DEA: 07314524 EFIS: 0722000300 COOP: 075283 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | 07/03/2023 |
| Closeout Date | Not set |
| Work Description | I-105 METRO Express Lanes Project |
| Location Description | LA-105 PM R0.6/R10.1, LA-110 PM R14.1/R16.6 |
| QA Service Level | 2 (Verified on 04/11/2025) |
Sample Information
| Sample Taken Date | 04/03/2026 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 04/03/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 10 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Aleksey | Last name of sampler or witnessed by | Souglobov |
| Title of sampler | Materials Tester | Telephone number of sampler | 5625238401 |
| Laboratory sample identification | 040226-ID514-JPCP105EB-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | 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 | CT632CPA |
|---|---|---|---|
| The truck number from where the sample was collected | Truck 0 | The batch plant ticket number from where the sample was collected | Load 6 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | Jobsite |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-04-03-41
DIME Test ID: 2026-04-03-41-3
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2026-04-09
Test Results
Number of specimens: 3
Unit system used?: US Units
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Aleksey Souglobov
Date of test: 04/08/2026
Identification number: 040226-ID514-JPCP105EB-1
Width of specimen: 6.1 inch
Width of specimen 2: 6.1 inch
Width of specimen 3: 6.1 inch
Depth of specimen: 6.0 inch
Depth of specimen 2: 6.1 inch
Depth of specimen 3: 6.0 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 6214 lb
Maximum load applied 2: 6467 lb
Maximum load applied 3: 6235 lb
Curing history and apparent moisture condition of the specimen: 0
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 5 days
Age of specimen in hours: 0 hours
Modulus of rupture: 515 psi
Modulus of rupture 2: 520 psi
Modulus of rupture 3: 515 psi
Modulus of rupture average: 515 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2026 ✔