Summary for Test 2024-02-15-27-2
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
| Award Date | 02/25/2021 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
| Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
| Sample Taken Date | 02/15/2024 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 02/17/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PCC Flexural Strength Beams |
| The quantity of what the sample constitutes | 0-1000yd3 Produced for shift | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
| Title of sampler | Senior Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Security Paving Portable Plant Fowler | 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 | G322PCC291 |
|---|---|---|---|
| The truck number from where the sample was collected | 274 | The batch plant ticket number from where the sample was collected | 302169 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Loader Bucket at Security Paving Plant | Where the material sample would have been placed if not sampled | S/B Hwy 99 |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-02-15-27
DIME Test ID: 2024-02-15-27-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2024-03-15
Test Results
Number of specimens: 3
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?: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 03/14/2024
Identification number: Set 1
Width of specimen: 6.00 inch
Width of specimen 2: 6.00 inch
Width of specimen 3: 6.05 inch
Depth of specimen: 6.10 inch
Depth of specimen 2: 6.10 inch
Depth of specimen 3: 6.10 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8000 lb
Maximum load applied 2: 8600 lb
Maximum load applied 3: 7800 lb
Curing history and apparent moisture condition of the specimen: moist
If specimen was capped, ground or if leather shims were used: leather shims
Defects in specimen: none
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Modulus of rupture: 645 psi
Modulus of rupture 2: 695 psi
Modulus of rupture 3: 625 psi
Modulus of rupture average: 655 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/15/2024 ✔