Summary for Test 2022-04-20-59-1
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
| Award Date | 05/27/2016 |
| Closeout Date | 08/01/2023 |
| Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
| Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 04/20/2022 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 04/21/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Concrete Beams |
| The quantity of what the sample constitutes | 350 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 | 22-0882 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Security Paving | 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 | G3-19-PCC-001 |
|---|---|---|---|
| The truck number from where the sample was collected | 15 | The batch plant ticket number from where the sample was collected | 35 |
| 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
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DIME Sample ID: 2022-04-20-59
DIME Test ID: 2022-04-20-59-1
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: 2022-05-25
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: 05/18/2022
Identification number: 22-0882
Width of specimen: 6.00 inch
Width of specimen 2: 6.00 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: 9520 lb
Maximum load applied 2: 9370 lb
Curing history and apparent moisture condition of the specimen: 0
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: 820 psi
Modulus of rupture 2: 800 psi
Modulus of rupture average: 810 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/25/2022 ✔