Summary for Test 2023-10-03-103-3
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 993608 DEA: 081H8204 EFIS: 0817000138 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15,138-R21.6,R14.8/R15.1 |
| Award Date | 08/26/2022 |
| Closeout Date | 03/28/2024 |
| Work Description | SIGNAL AND LIGHTING SYSTEM, HMA, JPCP, AND ROADWAY EXCAVATION. |
| Location Description | SAN BERNARDINO COUNTY IN PHELAN ON ROUTE 138 FROM 0.3 MILE WEST OF ROUTE 138/15 SEPARATION TO ROUTE 138/15 SEPARATION AND ON ROUTE 15 SOUTHBOUND EXIT RAMP AT ROUTE 138 |
| QA Service Level | 1 (Verified on 11/16/2022) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 | 10/04/2023 |
| Sample type | Acceptance | A brief description of the sample | Concrete beams |
| The quantity of what the sample constitutes | 2 Beams | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | K. Patel / | Last name of sampler or witnessed by | C. Ozuruigbo |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 2H-A1, 2H-A2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertson's Ready Mix - Adelanto | 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 | RRM22127 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 7951770 | |
| 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: 2023-10-03-103
DIME Test ID: 2023-10-03-103-3
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: 2023-11-22
Test Results
Number of specimens: 2
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: K. Patel, C. Ozuruigbo
Date of test: 11/07/2023
Identification number: 2H
Width of specimen: 6.10 inch
Width of specimen 2: 6.05 inch
Depth of specimen: 6.00 inch
Depth of specimen 2: 6.10 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 9195 lb
Maximum load applied 2: 9240 lb
Curing history and apparent moisture condition of the specimen: Curing room, Moist
If specimen was capped, ground or if leather shims were used: No
Defects in specimen: No
Age of specimen: 35 days
Age of specimen in hours: 840 hours
Modulus of rupture: 755 psi
Modulus of rupture 2: 740 psi
Modulus of rupture average: 750 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2023 ✔