Summary for Test 2023-03-27-8-5
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 | 03/27/2023 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 03/27/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Portland Cement Concrete |
| The quantity of what the sample constitutes | One Wheel Barrel | 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 | Materials Tester | Telephone number of sampler | 6615498281 |
| 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 | Load 1 truck 9135 | The batch plant ticket number from where the sample was collected | 207292571 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of the truck Load 1 | 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: 2023-03-27-8
DIME Test ID: 2023-03-27-8-5
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-04-06
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: Neale Brown
Date of test: 04/06/2023
Identification number: 94
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.15 inch
Depth of specimen 2: 6.05 inch
Depth of specimen 3: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 6100 lb
Maximum load applied 2: 5420 lb
Maximum load applied 3: 6200 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: 0
Age of specimen: 10 days
Age of specimen in hours: 0 hours
Modulus of rupture: 485 psi
Modulus of rupture 2: 445 psi
Modulus of rupture 3: 500 psi
Modulus of rupture average: 475 psi
General comments (publicly viewable) (Max 1000 characters): Field curing Beam Per section 40 require 10 days and 550 psi for opening traffic
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0R1904_37042_230406_10D_94 | 183.44 KB | 04/06/2023 | 2023-03-27-8-5 | Info |
Test was verified on 4/6/2023 ✔