Summary for Test 2023-01-12-2-3
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 993386 DEA: 060R1904 EFIS: 0614000057 COOP: 061783 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184,223-L0.0/L0.3,R15.7/R16.3 |
| Award Date | 01/25/2022 |
| Closeout Date | 04/08/2024 |
| Work Description | CONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS. |
| Location Description | KERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184 |
| QA Service Level | 1 (Verified on 11/15/2021) |
Sample Information
| Sample Taken Date | 01/12/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 01/12/2023 |
| Sample type | Quality Assurance | A brief description of the sample | JPCP concrete |
| The quantity of what the sample constitutes | windrow at jobsite | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Bown |
| Title of sampler | Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Golden Empire - Bakersfield | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | ND15518C |
|---|---|---|---|
| The truck number from where the sample was collected | 1 and 4 | The batch plant ticket number from where the sample was collected | not available |
| Concrete batch plant | Golden Empire Concrete Bakersfield | 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 | pavement |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-01-12-2
DIME Test ID: 2023-01-12-2-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-02-09
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: James Watson
Date of test: 02/09/2023
Identification number: 89
Width of specimen: 6.10 inch
Width of specimen 2: 6.00 inch
Width of specimen 3: 6.05 inch
Depth of specimen: 6.10 inch
Depth of specimen 2: 6.10 inch
Depth of specimen 3: 6.10 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7980 lb
Maximum load applied 2: 8870 lb
Maximum load applied 3: 8860 lb
Curing history and apparent moisture condition of the specimen: Good and Standard Curing Beams
If specimen was capped, ground or if leather shims were used: Leather shims were used
Defects in specimen: 0
Age of specimen: 28 days
Age of specimen in hours: no data
Modulus of rupture: 635 psi
Modulus of rupture 2: 715 psi
Modulus of rupture 3: 710 psi
Modulus of rupture average: 685 psi
General comments (publicly viewable) (Max 1000 characters): Standard Curing beam 28 days required.570 psi for section 40.
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0R1904_37042_230112_28D_89 | 208.87 KB | 02/09/2023 | 2023-01-12-2-3 | Info |
Test was verified on 2/9/2023 ✔