Summary for Test 2023-06-30-25-5
Test performed: CTM 523-July 2012Project Information
Project Identifiers | Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 |
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DIST-CO-RTE-PM | 08-RIV-I-15,SR-91-6.1-7.6 |
Award Date | 03/11/2020 |
Closeout Date | 06/05/2024 |
Work Description | I-15 ELC: 15/91 Express Lanes Connector Project (ELC) |
Location Description | Junction of I-15 and SR-91 in Corona, CA |
QA Service Level | 1 (Verified on 09/16/2020) |
Sample Information
Sample Taken Date | 06/30/2023 | Sample Unique Key | 25 |
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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 | 07/03/2023 |
Sample type | Department Acceptance | A brief description of the sample | Concrete beams |
The quantity of what the sample constitutes | 4 Beams | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Eduardo | Last name of sampler or witnessed by | Gomez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 8J02A1,8J02A2,8J02B1,8J02B2 | 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 | 1625994 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 9 | |
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: 2023-06-30-25
DIME Test ID: 2023-06-30-25-5
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-07-11
Test Results
What test method is being used?: Third-Point Loading
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Lab procedure used: Method B
Input Type: Calculated
Tester's full name: R. Jarquin / C. Ozuruigbo
Date of test: 07/07/2023
Identification number: 8J02A2
Width of specimen: 5.9375 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 6390 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: 6 days
Modulus of rupture: 550 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2023 ✔