Summary for Test 2025-07-13-3-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000900 DEA: 061G1804 EFIS: 0623000159 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-Var |
| Award Date | 03/19/2025 |
| Closeout Date | Not set |
| Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | KERN COUNTY AT VARIOUS LOCATIONS FROM GRAPEVINE CREEK BRIDGE TO KERN RIVER FLOOD CANAL BRIDGE |
| QA Service Level | 1 (Verified on 01/22/2025) |
Sample Information
| Sample Taken Date | 07/13/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 07/14/2025 |
| Sample type | Acceptance | A brief description of the sample | ISR (RSC) |
| The quantity of what the sample constitutes | 0-130 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Plant Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CTS SHORT LOAD RAPID SET | 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 | CTS-65-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 1 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Volumetric Mixer | Where the material sample would have been placed if not sampled | iSR |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-07-13-3
DIME Test ID: 2025-07-13-3-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2025-07-17
Test Results
Number of specimens: 3
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
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 07/17/2025
Identification number: 118
Width of specimen: 6.0625 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.125 inch
Depth of specimen 3: 6.125 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7740 lb
Maximum load applied 2: 7400 lb
Maximum load applied 3: 7230 lb
Curing history and apparent moisture condition of the specimen: Good
If specimen was capped, ground or if leather shims were used: leather shims were used
Defects in specimen, including numbers of beams discarded during test: 0
Age of specimen: 3 days
Age of specimen in hours: 4 hours
Modulus of rupture: 660 psi
Modulus of rupture 2: 620 psi
Modulus of rupture 3: 600 psi
Modulus of rupture average: 630 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G1804_37023_250713_3D | 112.59 KB | 07/17/2025 | 2025-07-13-3-1 | Info |
Test was verified on 7/17/2025 ✔