Summary for Test 2022-07-23-8-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 993418 DEA: 07324404 EFIS: 0716000077 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-22-0.0/1.5 |
| Award Date | 02/18/2022 |
| Closeout Date | 09/24/2024 |
| Work Description | PLACE RHMA-G AND MODIFY SIGNAL AND LIGHTING SYSTEM. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH FROM ROUTE 1 TO SAN GABRIEL RIVER UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 07/23/2022 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 07/23/2022 |
| Sample type | Department Acceptance | A brief description of the sample | JPCPRS |
| The quantity of what the sample constitutes | 60 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Chad | Last name of sampler or witnessed by | Chotibhongs |
| Title of sampler | MREA | Telephone number of sampler | 213-817-0387 |
| Laboratory sample identification | 22-1888 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | NA |
|---|---|---|---|
| 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 | collected from chute to Wheel Barrow | 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: 2022-07-23-8
DIME Test ID: 2022-07-23-8-1
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: 2022-08-02
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: Yes
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 08/02/2022
Identification number: 22-1889
Width of specimen: 6.0625 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8990 lb
Maximum load applied 2: 9060 lb
Maximum load applied 3: 8880 lb
Cap thickness: 0 inch
Curing history and apparent moisture condition of the specimen: Good
If specimen was capped, ground or if leather shims were used: no
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: 780 psi
Modulus of rupture 2: 780 psi
Modulus of rupture 3: 780 psi
Modulus of rupture average: 780 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/2/2022 ✔