Summary for Test 2020-07-28-33-2
Test performed: CTM 523-July 2012Project Information
Project Identifiers | Project ID: 214466 DEA: 081F1414 EFIS: 0815000231 |
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DIST-CO-RTE-PM | 08-RIV-15-15-54.2/54.3 |
Award Date | 01/02/2020 |
Closeout Date | 05/26/2022 |
Work Description | Slab & lane replacement with JPCP & precast conc pavement, place HMA. |
Location Description | Riverside and San Diego County |
QA Service Level | 1 (Verified on 03/20/2020) |
Sample Information
Sample Taken Date | 07/28/2020 | 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 | 07/29/2020 |
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 | Kevin | Last name of sampler or witnessed by | Oluoha |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 2A1, 2A2, 2B1, 2B2 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Rainbow, Temecula | 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 | G3-20-PCC-214 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TT1 | |
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: 2020-07-28-33
DIME Test ID: 2020-07-28-33-2
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: 2020-08-13
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: 08/07/2020
Identification number: 2A2
Width of specimen: 5.9375 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 6425 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: None
Age of specimen: 10 days
Modulus of rupture: 560 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2020 ✔