Summary for Test 2023-10-26-62-4
Test performed: CTM 524-March 2013Project 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 | Not set |
| 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 | 10/26/2023 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 10/30/2023 |
| Sample type | Acceptance | A brief description of the sample | Rapid Set Concrete beams |
| The quantity of what the sample constitutes | 15 Beams | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dennis | Last name of sampler or witnessed by | Rodriguez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | R9-A1,R9-A2,R9-A3,R9-B1,R9-B2,R9-B3,R9-C1,R9-C2,R9-C3,R9-D1,R9-D2,R9-D3,R9-E1,R9-E2,R9-E3 | 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 |
Material Information
| Material Type | Concrete | The concrete mix design number | SM446B2R |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 8082292 | |
| 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
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: 2023-10-26-62
DIME Test ID: 2023-10-26-62-4
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2023-11-20
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: M. Haque / M. Landaverde
Date of test: 11/06/2023
Identification number: R9 A
Width of specimen: 6.0625 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.125 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 9815 lb
Maximum load applied 2: 10080 lb
Maximum load applied 3: 9760 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, including numbers of beams discarded during test: No
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 830 psi
Modulus of rupture 2: 860 psi
Modulus of rupture 3: 810 psi
Modulus of rupture average: 830 psi
General comments (publicly viewable) (Max 1000 characters): Set A
Test was verified on 11/20/2023 ✔