Summary for Test 2022-08-13-7-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 993626 DEA: 070W0804 EFIS: 0721000034 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-28.0/31.6 |
| Award Date | 05/09/2022 |
| Closeout Date | 07/03/2023 |
| Work Description | INDIVIDUAL SLAB REPLACEMENTS. |
| Location Description | LOS ANGELES COUNTY IN CULVER CITY AND LOS ANGELES FROM VENICE BOULEVARD SEPARATION TO WILSHIRE BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 08/13/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 08/13/2022 |
| Sample type | Acceptance | A brief description of the sample | 6x6x21 beams |
| The quantity of what the sample constitutes | 30 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brenda | Last name of sampler or witnessed by | Amaya |
| Title of sampler | G3 QC technician | Telephone number of sampler | |
| Laboratory sample identification | 22-2036 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Security Paving | Transportation Laboratory (TL) Number | NA |
| 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-CTS-220 |
|---|---|---|---|
| The truck number from where the sample was collected | 1146 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | Security Paving | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | truck chute | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-08-13-7
DIME Test ID: 2022-08-13-7-1
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: 2022-08-16
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: Robert Achuela
Date of test: 08/16/2022
Identification number: 22-2036
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.125 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: 7623 lb
Maximum load applied 2: 7605 lb
Maximum load applied 3: 7691 lb
Curing history and apparent moisture condition of the specimen: saturated
If specimen was capped, ground or if leather shims were used: no
Defects in specimen, including numbers of beams discarded during test: non
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 650 psi
Modulus of rupture 2: 640 psi
Modulus of rupture 3: 650 psi
Modulus of rupture average: 650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2022 ✔