Summary for Test 2020-06-25-23-1
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 214221 DEA: 081F1424 EFIS: 0815000232 |
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DIST-CO-RTE-PM | 08-RIV-15-23.9/33.4 |
Award Date | 09/05/2019 |
Closeout Date | 03/01/2022 |
Work Description | REPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL |
Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 12/04/2019) |
Sample Information
Sample Taken Date | 06/25/2020 | Sample Unique Key | 23 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/26/2020 |
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 | QC | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23RA, 23RB, 23RC | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | MSC Plant 1 | 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 | 800-5RSC |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TT | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | concrete sample from wheel barrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-06-25-23
DIME Test ID: 2020-06-25-23-1
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: 2020-07-06
Test Results
Number of specimens: 1
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: K. Talati / M. Warde
Date of test: 06/28/2020
Identification number: 23RA
Width of specimen: 5.8125 inch
Depth of specimen: 6.1875 inch
Span length of specimen: 18 inch
Maximum load applied: 10415 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: 3 days
Age of specimen in hours: no data
Modulus of rupture: 890 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2020 ✔