Summary for Test 2025-02-27-10-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994976 DEA: 060X3304 EFIS: 0618000055 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-R0.0/4.4 |
| Award Date | 10/23/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE. |
| Location Description | KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 02/27/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 02/28/2025 |
| Sample type | Acceptance | A brief description of the sample | ISR -RSC |
| The quantity of what the sample constitutes | RSC beams | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jobsite | 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 | G3-21-CTS-220 |
|---|---|---|---|
| The truck number from where the sample was collected | 7 | 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 | Back of Truck | 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: 2025-02-27-10
DIME Test ID: 2025-02-27-10-1
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: 2025-03-03
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: 03/03/2025
Identification number: 37
Width of specimen: 6 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 5.9375 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 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: 7280 lb
Maximum load applied 2: 6610 lb
Maximum load applied 3: 7110 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: no data
Modulus of rupture: 620 psi
Modulus of rupture 2: 560 psi
Modulus of rupture 3: 600 psi
Modulus of rupture average: 590 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3304_37087_250228_37_3D | 112.07 KB | 03/03/2025 | 2025-02-27-10-1 | Info |
Test was verified on 3/3/2025 ✔