Summary for Test 2022-06-11-16-2
Test performed: CTM 523-July 2012Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
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DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 06/11/2022 | Sample Unique Key | 16 |
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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 | 06/12/2022 |
Sample type | Quality Assurance | A brief description of the sample | cast concrete beams |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | julian | Last name of sampler or witnessed by | Carmora |
Title of sampler | C3 | Telephone number of sampler | |
Laboratory sample identification | set 11J A B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | LANEsecurity paving | 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 | G3-21-PRS-238 |
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The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | at I -15SB AND 10WB |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | AT THE JOBSITE | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-06-11-16
DIME Test ID: 2022-06-11-16-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Test Release Date: 2022-06-22
Test Results
What test method is being used?: Center-Point Loading
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Lab procedure used: Method A
Input Type: Calculated
Tester's full name: Julius E/ANH
Date of test: 06/21/2022
Identification number: set 11J (C)
Width of specimen: 59690 inch
Depth of specimen: 6.0842 inch
Span length of specimen: 18 inch
Maximum load applied: 6570 lb
Curing history and apparent moisture condition of the specimen: CURING ROOM
If specimen was capped, ground or if leather shims were used: NO
Defects in specimen: NO
Age of specimen: 10 days
Modulus of rupture: 540 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/22/2022 ✔