Summary for Test 2023-09-03-8-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994803 DEA: 043J0704 EFIS: 0415000077 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-80-10.1/13.5 |
| Award Date | 03/10/2023 |
| Closeout Date | Not set |
| Work Description | Remove PCC and AC, place PCP and AC Resurfacing. |
| Location Description | Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct. |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 09/03/2023 | 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 | 09/13/2023 |
| Sample type | Quality Assurance | A brief description of the sample | PCC Beams |
| The quantity of what the sample constitutes | N/A | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | Hall |
| Title of sampler | Telephone number of sampler | 7072999133 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vanguard Hercules Mobile Plant | 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 | HE4x12BM |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | None | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete Truck | 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: 2023-09-03-8
DIME Test ID: 2023-09-03-8-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2023-10-09
Test Results
Number of specimens: 3
Does the testing machine measure load or stress on the beam specimen?: Stress
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?: Yes
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 09/13/2023
Identification number: Rich_23_410
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6 inch
Depth of specimen 2: 6 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 recording: 760 psi
Maximum recording 2: 690 psi
Maximum recording 3: 750 psi
Correction Factor: 0.99
Correction Factor 2: 0.97
Correction Factor 3: 0.99
Cap thickness: 0 inch
Curing history and apparent moisture condition of the specimen: Bath/moist
If specimen was capped, ground or if leather shims were used: yes
Defects in specimen, including numbers of beams discarded during test: none
Age of specimen: 10 days
Age of specimen in hours: 240 hours
Modulus of rupture: 760 psi
Modulus of rupture 2: 690 psi
Modulus of rupture 3: 750 psi
Modulus of rupture average: 730 psi
General comments (publicly viewable) (Max 1000 characters): Beams PASSED
Beam Set 1 B
Vanguard Mobile Hercules Plant B
Test was verified on 10/9/2023 ✔