Summary for Test 2023-06-03-10-1
Test performed: CTM 523-May 2020Project Information
Project Identifiers | Project ID: 994408 DEA: 051K03U4 EFIS: 0522000026 |
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DIST-CO-RTE-PM | 05-SLO-101- |
Award Date | 10/04/2022 |
Closeout Date | Not set |
Work Description | !!PLEASE CC Office Engineer Barbara Riccardi on reports to RE and SR!! Construct 2 roundabouts in Montecito along US 101. |
Location Description | Not set |
QA Service Level | 1 (Verified on 12/29/2022) |
Sample Information
Sample Taken Date | 06/03/2023 | Sample Unique Key | 10 |
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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 | 06/13/2023 |
Sample type | Department Acceptance | A brief description of the sample | Concrete beams |
The quantity of what the sample constitutes | 30cy | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gomez |
Title of sampler | Telephone number of sampler | 8055501704 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CEMEX Santa Barbara | 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 | 1625995 |
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The truck number from where the sample was collected | 10067296 | The batch plant ticket number from where the sample was collected | 30769034 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-06-03-10
DIME Test ID: 2023-06-03-10-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-06-30
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: 06/13/2023
Identification number: 1
Width of specimen: 6.05 inch
Width of specimen 2: 6.05 inch
Depth of specimen: 6.05 inch
Depth of specimen 2: 6.05 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 8270 lb
Maximum load applied 2: 7240 lb
Correction Factor: 1
Correction Factor 2: 1
Curing history and apparent moisture condition of the specimen: 0
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 9 days
Age of specimen in hours: 0 hours
Modulus of rupture: 670 psi
Modulus of rupture 2: 590 psi
Modulus of rupture average: 630 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2023 ✔