Summary for Test 2023-07-19-32-2
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 |
---|---|
DIST-CO-RTE-PM | 12-ORA-405,73,405,605-9.3/24.3 |
Award Date | 11/07/2016 |
Closeout Date | Not set |
Work Description | (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP. |
Location Description | Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2 |
QA Service Level | 1 (Verified on 09/10/2015) |
Sample Information
Sample Taken Date | 07/19/2023 | Sample Unique Key | 32 |
---|---|---|---|
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 | 07/19/2023 |
Sample type | Quality Assurance | A brief description of the sample | 6x6x18 Beam |
The quantity of what the sample constitutes | 9 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Bond | Last name of sampler or witnessed by | Mekchai |
Title of sampler | Telephone number of sampler | 6265327705 | |
Laboratory sample identification | 23-0223 | 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 |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
Concrete batch plant | Volumetric Truck | The fabricator/manufacturer designation for the sample | George Throop Volumetric Truck |
A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | NB 405 Edwards to Springdale |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-07-19-32
DIME Test ID: 2023-07-19-32-2
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: 2023-07-26
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: Dan Morris
Date of test: 07/26/2023
Identification number: 23-0223
Width of specimen: 6 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.0625 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8150 lb
Maximum load applied 2: 8530 lb
Maximum load applied 3: 8940 lb
Curing history and apparent moisture condition of the specimen: lime water bath
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: 7 days
Age of specimen in hours: no data
Modulus of rupture: 700 psi
Modulus of rupture 2: 720 psi
Modulus of rupture 3: 750 psi
Modulus of rupture average: 720 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
23-0223B | 221.89 KB | 07/26/2023 | 2023-07-19-32-2 | Info |
Test was verified on 7/26/2023 ✔