Summary for Test 2022-06-08-49-1
Test performed: CTM 523-May 2020Project 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 | 04/03/2020 |
Closeout Date | 06/06/2024 |
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 | 06/08/2022 | Sample Unique Key | 49 |
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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 | 07/09/2022 |
Sample type | Department Acceptance | A brief description of the sample | 6x6x21 Beams |
The quantity of what the sample constitutes | 300 yd3 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
Title of sampler | TEC | Telephone number of sampler | 2137939321 |
Laboratory sample identification | 22-1373 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Flatiron Batch Plant - EB210 Paxton Offramp | 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 | JPCP-3215-06 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 103 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | From loader to wheelbarrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-06-08-49
DIME Test ID: 2022-06-08-49-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2022-07-10
Test Results
Number of specimens: 2
Unit system used?: US Units
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
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 07/06/2022
Identification number: 22-1374
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Depth of specimen: 6.06 inch
Depth of specimen 2: 6.06 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 9171 lb
Maximum load applied 2: 9075 lb
Curing history and apparent moisture condition of the specimen: 28 Days
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 28 days
Age of specimen in hours: no data
Modulus of rupture: 750 psi
Modulus of rupture 2: 740 psi
Modulus of rupture average: 745 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2022 ✔