Summary for Test 2025-04-05-13-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91,605-R16.6/R16.8,R0.0/R10.4 |
| Award Date | 06/20/2023 |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
| Sample Taken Date | 04/05/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 04/06/2025 |
| Sample type | Acceptance | A brief description of the sample | Rapid set concrete beams |
| The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Andrew | Last name of sampler or witnessed by | Squires |
| Title of sampler | G3 Field Technician | Telephone number of sampler | 909-771-6960 |
| Laboratory sample identification | 25-1055 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vanguard Construction | 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 | HE4x12BM |
|---|---|---|---|
| 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 | Concrete 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: 2025-04-05-13
DIME Test ID: 2025-04-05-13-1
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: 2025-04-15
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?: Yes
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 04/15/2025
Identification number: Set No 1
Width of specimen: 6 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.1875 inch
Depth of specimen 2: 6.125 inch
Depth of specimen 3: 6.1875 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 9897 lb
Maximum load applied 2: 10764 lb
Maximum load applied 3: 9002 lb
Correction Factor: 1
Correction Factor 2: 1
Correction Factor 3: 1
Curing history and apparent moisture condition of the specimen: Damp
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: 810 psi
Modulus of rupture 2: 890 psi
Modulus of rupture 3: 730 psi
Modulus of rupture average: 810 psi
General comments (publicly viewable) (Max 1000 characters): SB Rte. 605 Connector between Telegraph & I-5
Test was verified on 4/15/2025 ✔