Summary for Test 2022-02-03-37-6
Test performed: CTM 523-July 2012Project Information
Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
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DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
Award Date | 11/26/2019 |
Closeout Date | 11/01/2023 |
Work Description | Remove concrete pavement and base, and place HMA and JPCP |
Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
Sample Taken Date | 02/03/2022 | Sample Unique Key | 37 |
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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 | 02/04/2022 |
Sample type | Quality Assurance | A brief description of the sample | JPCP 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 | Fernando/ Ruben | Last name of sampler or witnessed by | Carranza/ Lopez |
Title of sampler | Telephone number of sampler | 2132384209 | |
Laboratory sample identification | 163JA1,163JA2, 163JB1, 163JB2 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Coffman Specialties, Inc | 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 | 1906-2 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TTI | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | On Job Site at Concrete Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-02-03-37
DIME Test ID: 2022-02-03-37-6
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: 2022-03-04
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: M. Haque, C. Ozuruigbo
Date of test: 03/03/2022
Identification number: 163JB1
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 8565 lb
Curing history and apparent moisture condition of the specimen: per test method
If specimen was capped, ground or if leather shims were used: yes
Defects in specimen: no
Age of specimen: 28 days
Modulus of rupture: 730 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2022 ✔