Test 2020-05-30-4-1 (CTM 524-March 2013) Summary
Project Information
| Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 | ||
| 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. | ||
Sample Information
| Sample Taken Date | 5/30/2020 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 5/31/2020 |
| Sample type | Quality Assurance | A brief description of the sample | PCC Rapid set 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 | QA | Last name of sampler or witnessed by | QA |
| Title of sampler | Laboratory sample identification | 15RA, 15RB, 15RC | |
| The fabricator/manufacturer/facility name | GL THROOP | 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 | 2010-007 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | tt |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow | 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: 2020-05-30-4
DIME Test ID: 2020-05-30-4-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2020-06-11
Test Results
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Input Type: Calculated
Tester's full name: A. ALZUBI/ K. TALATI
Date of test: 06/03/2020
Identification number: 15RB
Width of specimen: 6 inch
Depth of specimen: 6 inch
Span length of specimen: 18 inch
Maximum load applied: 7825 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, including numbers of beams discarded during test: NO
Age of specimen: 4 days
Modulus of rupture:690 psi
General comments (publicly viewable) (Max 250 characters):
Test was verified on 06/11/2020 ✔