Summary for Test 2020-09-02-33-1
Test performed: CTM 523-July 2012Project Information
Project Identifiers | Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 |
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DIST-CO-RTE-PM | 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2 |
Award Date | 04/18/2019 |
Closeout Date | 06/28/2022 |
Work Description | REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/17/2019) |
Sample Information
Sample Taken Date | 09/02/2020 | Sample Unique Key | 33 |
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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 | 09/04/2020 |
Sample type | Department 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 | RMA | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 53-5A1, 53-5A2 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RV Concrete 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 | G3-19-PCC-172 |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | TT1 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
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 | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2020-09-02-33
DIME Test ID: 2020-09-02-33-1
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: 2020-10-02
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: E. Jabbour, M. Warde
Date of test: 10/01/2020
Identification number: 53-5A1
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 8540 lb
Curing history and apparent moisture condition of the specimen: SAND PIT
If specimen was capped, ground or if leather shims were used: no
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 10/2/2020 ✔