Summary for Test 2022-09-29-24-2
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 993511 DEA: 120R2004 EFIS: 1218000065 |
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DIST-CO-RTE-PM | 12-ORA-5-0.0/2.0 |
Award Date | 04/14/2022 |
Closeout Date | Not set |
Work Description | PLACE PRECAST CONCRETE PAVEMENT AND REPLACE CONCRETE SLAB. |
Location Description | ORANGE COUNTY IN SAN CLEMENTE FROM ORANGE COUNTY LINE TO 0.4 MILE NORTH OF EL CAMINO REAL UNDERCROSSING |
QA Service Level | 1 (Verified on 01/24/2022) |
Sample Information
Sample Taken Date | 09/29/2022 | 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 | 09/30/2022 |
Sample type | Acceptance | A brief description of the sample | RSC Flexural Beams |
The quantity of what the sample constitutes | 3 beams | From where was the sample collected | Job Site |
First name of sampler or witnessed by | RMA QC | Last name of sampler or witnessed by | RMA QC |
Title of sampler | CONSULTANT TECH | Telephone number of sampler | 9492794998 |
Laboratory sample identification | 22-0374 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | GL THROOP | 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 | 2010-007 |
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The truck number from where the sample was collected | 112 | The batch plant ticket number from where the sample was collected | 1 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | JPCP-RS beams poured at SB EL Camino Real Onramp at Mainline SB I-5 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-09-29-24
DIME Test ID: 2022-09-29-24-2
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-10-05
Test Results
Number of specimens: 3
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
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Sam Jamyari
Date of test: 10/03/2022
Identification number: 22-0374
Width of specimen: 5.94 inch
Width of specimen 2: 5.81 inch
Width of specimen 3: 6 inch
Depth of specimen: 6 inch
Depth of specimen 2: 6.02 inch
Depth of specimen 3: 5.99 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8750 lb
Maximum load applied 2: 9540 lb
Maximum load applied 3: 8930 lb
Curing history and apparent moisture condition of the specimen: Sand pit/Lime water bath (Contract Specs.)
If specimen was capped, ground or if leather shims were used: no
Defects in specimen, including numbers of beams discarded during test: no
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 770 psi
Modulus of rupture 2: 860 psi
Modulus of rupture 3: 780 psi
Modulus of rupture average: 800 psi
General comments (publicly viewable) (Max 1000 characters): done 10/3/22
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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22-0374 | 171.86 KB | 10/04/2022 | 2022-09-29-24-2 | Info |
Test was verified on 10/5/2022 ✔