Summary for Test 2023-09-25-50-4
Test performed: CTM 523-May 2020Project Information
Project Identifiers | Project ID: 993608 DEA: 081H8204 EFIS: 0817000138 |
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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 | 09/25/2023 | Sample Unique Key | 50 |
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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 | 09/26/2023 |
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 | M. Haque |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1H-A1, 1H-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 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 4 | |
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
DIME Sample ID: 2023-09-25-50
DIME Test ID: 2023-09-25-50-4
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: 2023-11-22
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: M. Landaverde, C. Ozuruigbo
Date of test: 10/05/2023
Identification number: 1H
Width of specimen: 6.00 inch
Width of specimen 2: 5.90 inch
Depth of specimen: 6.05 inch
Depth of specimen 2: 6.15 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 7115 lb
Maximum load applied 2: 7310 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: 10 days
Age of specimen in hours: 240 hours
Modulus of rupture: 585 psi
Modulus of rupture 2: 590 psi
Modulus of rupture average: 590 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2023 ✔