Summary for Test 2023-04-28-1-7
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | 11/03/2025 |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 04/28/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2023 | Sample type | Department Acceptance |
| A brief description of the sample | CRCP | The quantity of what the sample constitutes | 280 CY load 28 |
| From where was the sample collected | Source | First name of sampler or witnessed by | James |
| Last name of sampler or witnessed by | Watson | Title of sampler | |
| Telephone number of sampler | 6615498281 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hwy 223 off ramp sb 99 | |
| 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-PCC-263 |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | 128 |
| 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: 2023-04-28-1
DIME Test ID: 2023-04-28-1-7
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-05-12
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: Jason Ruiz
Date of test: 05/12/2023
Identification number: 3
Width of specimen: 6.0 inch
Width of specimen 2: 6.1 inch
Width of specimen 3: 6.0 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.2 inch
Depth of specimen 3: 6.2 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7640 lb
Maximum load applied 2: 7380 lb
Maximum load applied 3: 7930 lb
Curing history and apparent moisture condition of the specimen: Good and Field Curing Beams
If specimen was capped, ground or if leather shims were used: Leather shims were used
Defects in specimen: 0
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Modulus of rupture: 620 psi
Modulus of rupture 2: 580 psi
Modulus of rupture 3: 630 psi
Modulus of rupture average: 610 psi
General comments (publicly viewable) (Max 1000 characters): Field curing beams
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37085_230427_14D_03 | 193.02 KB | 05/12/2023 | 2023-04-28-1-7 | Info |
Test was verified on 5/12/2023 ✔