Summary for Test 2022-11-29-13-1
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 993424 DEA: 04281204 EFIS: 0400000769 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29,221-5.5/6.7,0.0/0.2 |
| Award Date | 03/21/2022 |
| Closeout Date | Not set |
| Work Description | HMA, RDWY EXCAVATION, STRUCTURAL CONC AND MODIFYING LIGHTING SYSTEMS. |
| Location Description | NAPA COUNTY NEAR NAPA ON ROUTE 29 FROM 0.7 MILE SOUTH TO 0.5 MILE NORTH OF ROUTE 221 AND ON ROUTE 221 FROM 0.2 MILE NORTH OF ROUTE 29 TO ROUTE 29 |
| QA Service Level | 1 (Verified on 12/08/2021) |
Sample Information
| Sample Taken Date | 11/29/2022 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/30/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 6x6x21 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 | Alex |
| Last name of sampler or witnessed by | Long | Title of sampler | Unknown |
| Telephone number of sampler | 530-356-3637 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Shamrock Napa |
| Transportation Laboratory (TL) Number | 28 - Napa | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 21-0119 | Structure name | Napa 29 Roundabout/Off Ramps |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CT063AR5W |
|---|---|---|---|
| The truck number from where the sample was collected | 1414 | The batch plant ticket number from where the sample was collected | 736484 |
| Concrete batch plant | Shamrock Materials | The fabricator/manufacturer designation for the sample | Shamrock |
| A detailed description of where the material sample was collected | Back of truck discharge chute | Where the material sample would have been placed if not sampled | Inside Form |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-11-29-13
DIME Test ID: 2022-11-29-13-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-01-04
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?: Yes
Input Type: Measured
Tester's full name: NICK HALL
Date of test: 12/27/2022
Identification number: 2022-11-29-13
Width of specimen: 6.1 inch
Width of specimen 2: 6.1 inch
Width of specimen 3: 6.1 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.1 inch
Depth of specimen 3: 6.0 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 9600 lb
Maximum load applied 2: 9360 lb
Maximum load applied 3: 9060 lb
Correction Factor: 1
Correction Factor 2: 1
Correction Factor 3: 1
Curing history and apparent moisture condition of the specimen: Water cure in Cure Tank
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: no data
Modulus of rupture: 770 psi
Modulus of rupture 2: 760 psi
Modulus of rupture 3: 760 psi
Modulus of rupture average: 765 psi
General comments (publicly viewable) (Max 1000 characters): Rainhart machine reads load in lb/sq inch and converted back to load by multiplying the surface area of contact.
Test was verified on 1/4/2023 ✔