Summary for Test 2023-11-14-50-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994579 DEA: 070W4004 EFIS: 0722000046 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-30.9/R36.3;R40.6/R43.6 |
| Award Date | 05/16/2023 |
| Closeout Date | Not set |
| Work Description | CONCRETE PAVEMENT SLABS REPLACEMENT & SLURRY SHOULDER. |
| Location Description | VENTURA COUNTY IN AND NEAR VENTURA FROM VENTURA RIVER BRIDGE TO 0.4 MILE SOUTH OF PADRE JUAN CANYON ROAD OVERCROSSING AND FROM 0.4 MILE NORTH OF PUNTA GORDA PEDESTRIAN UNDERCROSSING TO BATES ROAD UNDERCROSSING. |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 11/14/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 11/15/2023 |
| Sample type | Department Acceptance | A brief description of the sample | ISR-RSC Beams |
| The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
| Laboratory sample identification | 23-2024 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Short Load Concrete | 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 | CTS-65-GBR |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| 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
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DIME Sample ID: 2023-11-14-50
DIME Test ID: 2023-11-14-50-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2023-11-18
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?: Yes
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 11/17/2023
Identification number: Set #1
Width of specimen: 6.125 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6.25 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.1875 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 6396 lb
Maximum load applied 2: 6911 lb
Maximum load applied 3: 6625 lb
Correction Factor: 1
Correction Factor 2: 1
Correction Factor 3: 1
Curing history and apparent moisture condition of the specimen: Damp
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: None
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 530 psi
Modulus of rupture 2: 590 psi
Modulus of rupture 3: 520 psi
Modulus of rupture average: 550 psi
General comments (publicly viewable) (Max 1000 characters): VEN SB Rte. 101
North of PCH On-Ramp to SB
Test was verified on 11/18/2023 ✔