Summary for Test 2025-05-17-16-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 05/17/2025 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 05/17/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3 RSC beams |
| The quantity of what the sample constitutes | 10 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeffrey | Last name of sampler or witnessed by | Diaz |
| Title of sampler | Materials Tester | Telephone number of sampler | 5622547835 |
| Laboratory sample identification | 25-1620 | 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 | SM446B2R |
|---|---|---|---|
| The truck number from where the sample was collected | Truck 5 | The batch plant ticket number from where the sample was collected | Load 3 |
| 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 | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-05-17-16
DIME Test ID: 2025-05-17-16-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2025-06-05
Test Results
Number of specimens: 3
Does the testing machine measure load or stress on the beam specimen?: Stress
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: Yes
Input Type: Measured
Tester's full name: Jeffrey Diaz
Date of test: 05/27/2025
Identification number: 25-1620
Width of specimen: 6.125 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 5.9375 inch
Depth of specimen 2: 5.9375 inch
Depth of specimen 3: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum recording: 780 psi
Maximum recording 2: 760 psi
Maximum recording 3: 790 psi
Correction Factor: 1
Correction Factor 2: 1.02
Correction Factor 3: 1
Curing history and apparent moisture condition of the specimen: Sand
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: No
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 820 psi
Modulus of rupture 2: 810 psi
Modulus of rupture 3: 830 psi
Modulus of rupture average: 820 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2025 ✔