Summary for Test 2023-10-17-24-7
Test performed: CTM 523-May 2020Project Information
Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
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DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
Award Date | 03/01/2021 |
Closeout Date | Not set |
Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
Location Description | 101 freeway in Summerland, CA |
QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
Sample Taken Date | 10/17/2023 | Sample Unique Key | 24 |
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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 | 10/18/2023 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Test Samples |
The quantity of what the sample constitutes | 400 CY | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Padaro Plant | 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 | 231 R |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 14149 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | concrete sample from wheel barrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-10-17-24
DIME Test ID: 2023-10-17-24-7
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-11-17
Test Results
Number of specimens: 2
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?: Yes
Input Type: Measured
Tester's full name: Jesse Gomez
Date of test: 10/25/2023
Identification number: 0
Width of specimen: 6.05 inch
Width of specimen 2: 6.05 inch
Depth of specimen: 6.00 inch
Depth of specimen 2: 6.05 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 6590 lb
Maximum load applied 2: 6380 lb
Correction Factor: 1
Correction Factor 2: 1
Curing history and apparent moisture condition of the specimen: Water Bath
If specimen was capped, ground or if leather shims were used: Leather Shims
Defects in specimen: `
Age of specimen: 7.5 days
Age of specimen in hours: 0 hours
Modulus of rupture: 545 psi
Modulus of rupture 2: 520 psi
Modulus of rupture average: 535 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/17/2023 ✔