Summary for Test 2023-07-14-40-4
Test performed: CTM 523-May 2020Project Information
Project Identifiers | Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075 |
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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 | 07/14/2023 | Sample Unique Key | 40 |
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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 | 07/15/2023 |
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 | Nathan | Last name of sampler or witnessed by | Ogbasellasie |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 3-A1,3-A2,3-A3 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Cemex, 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 | LB0608SP |
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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: 2023-07-14-40
DIME Test ID: 2023-07-14-40-4
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: 2023-08-11
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. Haque / M. Landaverde
Date of test: 08/11/2023
Identification number: #3
Width of specimen: 5.90 inch
Width of specimen 2: 5.95 inch
Depth of specimen: 6.20 inch
Depth of specimen 2: 6.00 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 9375 lb
Maximum load applied 2: 8155 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: 0 hours
Modulus of rupture: 745 psi
Modulus of rupture 2: 685 psi
Modulus of rupture average: 715 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2023 ✔