Summary for Test 2023-10-03-85-4
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-115-R7.3/R10.0 |
| Award Date | 04/26/2021 |
| Closeout Date | 06/09/2025 |
| Work Description | ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG |
| Location Description | SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 85 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/05/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Concrete 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 | Rigoberto |
| Last name of sampler or witnessed by | Arroyo | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 22-A1, 22-A2, 22-A3 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertson's Ready Mix - Fontana | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | LB0608SP |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 7851824 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | back of concrete truck | 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: 2023-10-03-85
DIME Test ID: 2023-10-03-85-4
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-11-06
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: Calculated
Tester's full name: R. Jarquin / M. Landaverde
Date of test: 11/01/2023
Identification number: #22
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Width of specimen 3: 6.0 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.2 inch
Depth of specimen 3: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7190 lb
Maximum load applied 2: 8245 lb
Maximum load applied 3: 7635 lb
Curing history and apparent moisture condition of the specimen: Curing Room, Moist
If specimen was capped, ground or if leather shims were used: Leather Shims
Defects in specimen: No
Age of specimen: 28 days
Age of specimen in hours: 14 hours
Modulus of rupture: 585 psi
Modulus of rupture 2: 655 psi
Modulus of rupture 3: 620 psi
Modulus of rupture average: 620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2023 ✔