Summary for Test 2024-11-14-37-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-10.2/16.0 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED). |
| Location Description | KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 11/14/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 11/14/2024 |
| Sample type | Acceptance | A brief description of the sample | 4 RSC beams |
| The quantity of what the sample constitutes | ISR(RSC ) for20 cu YD | 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 | SPC Volumetric Mobile Yard | 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 | G3-24-CTS-376 |
|---|---|---|---|
| The truck number from where the sample was collected | 14 | The batch plant ticket number from where the sample was collected | 14 |
| 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: 2024-11-14-37
DIME Test ID: 2024-11-14-37-1
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: 2024-11-18
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: Kulwinder Rai
Date of test: 11/18/2024
Identification number: 7
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.125 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: 8110 lb
Maximum load applied 2: 7230 lb
Maximum load applied 3: 6920 lb
Curing history and apparent moisture condition of the specimen: 0
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: 680 psi
Modulus of rupture 2: 620 psi
Modulus of rupture 3: 580 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 |
|---|---|---|---|---|---|
| 06-0U5004_37038_241114_07_3D | 108.83 KB | 11/18/2024 | 2024-11-14-37-1 | Info |
Test was verified on 11/18/2024 ✔