Summary for Test 2021-12-10-21-1
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 | 12/10/2021 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 12/10/2021 |
| Sample type | Acceptance | A brief description of the sample | cast concrete beams |
| The quantity of what the sample constitutes | 700 yds | From where was the sample collected | Source |
| First name of sampler or witnessed by | LR | Last name of sampler or witnessed by | Collier |
| Title of sampler | TET | Telephone number of sampler | 14242327257 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Security Paving batch plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Center median rte 5 between Artesia and Valley View |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-19-PCC-001 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | na | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SKIPLOADER TO WHEELBARROW | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2021-12-10-21
DIME Test ID: 2021-12-10-21-1
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: 2022-01-12
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: LR Collier
Date of test: 01/07/2022
Identification number: 22-00023
Width of specimen: 6.00 inch
Width of specimen 2: 6.00 inch
Depth of specimen: 6.00 inch
Depth of specimen 2: 6.00 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 7430 lb
Maximum load applied 2: 7280 lb
Curing history and apparent moisture condition of the specimen: na
If specimen was capped, ground or if leather shims were used: na
Defects in specimen: na
Age of specimen: 28 days
Age of specimen in hours: no data
Modulus of rupture: 650 psi
Modulus of rupture 2: 640 psi
Modulus of rupture average: 650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/12/2022 ✔