Summary for Test 2024-04-30-56-1
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 | 10/06/2025 |
| 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 | 04/30/2024 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 05/01/2024 |
| Sample type | Independent Assurance | A brief description of the sample | PCC Rapid set beams |
| The quantity of what the sample constitutes | 3 beams | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | IGNACIO | Last name of sampler or witnessed by | ARECHIGA |
| Title of sampler | Technician | Telephone number of sampler | 5102077252 |
| Laboratory sample identification | Rich_24_034 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vanguard | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | HWY 80 Lane 1/ Willow RD | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | HE4x4BM |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 141004 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | On Job Site at 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: 2024-04-30-56
DIME Test ID: 2024-04-30-56-1
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: 2024-05-16
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: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 05/01/2024
Identification number: Con_24_034
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 load applied: 250 lb
Maximum load applied 2: 255 lb
Maximum load applied 3: 250 lb
Correction Factor: 1.01
Correction Factor 2: 1.01
Correction Factor 3: 1.01
Curing history and apparent moisture condition of the specimen: yes
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: 0 days
Age of specimen in hours: 3 hours
Modulus of rupture: 270 psi
Modulus of rupture 2: 270 psi
Modulus of rupture 3: 270 psi
Modulus of rupture average: 270 psi
General comments (publicly viewable) (Max 1000 characters): Notified R.E Abdi of results via Email and voice message
Test was verified on 5/16/2024 ✔