Summary for Test 2022-06-04-20-1
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
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DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
Sample Taken Date | 06/04/2022 | Sample Unique Key | 20 |
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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 | 06/05/2022 |
Sample type | Department Acceptance | A brief description of the sample | JPCP-RSC Beams |
The quantity of what the sample constitutes | 1461 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
Laboratory sample identification | 22-1340 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Flatiron Plant | 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 | 3215-JPCPRSC-12 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 3 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
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 | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-06-04-20
DIME Test ID: 2022-06-04-20-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-06-16
Test Results
Number of specimens: 3
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: Measured
Tester's full name: Michelangelo Sese
Date of test: 06/14/2022
Identification number: 22-1340
Width of specimen: 6.125 inch
Width of specimen 2: 5.9375 inch
Width of specimen 3: 5.9375 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 6.1875 inch
Depth of specimen 3: 6.125 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7650 lb
Maximum load applied 2: 8880 lb
Maximum load applied 3: 8840 lb
Curing history and apparent moisture condition of the specimen: Yes
If specimen was capped, ground or if leather shims were used: NA
Defects in specimen, including numbers of beams discarded during test: None
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 630 psi
Modulus of rupture 2: 740 psi
Modulus of rupture 3: 750 psi
Modulus of rupture average: 710 psi
General comments (publicly viewable) (Max 1000 characters): WB Rte. 210
Various Locations
Test was verified on 6/16/2022 ✔