Summary for Test 2023-07-11-68-6
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994812 DEA: 042K7204 EFIS: 0417000014 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-4-R14.3/24.3 |
| Award Date | 03/23/2023 |
| Closeout Date | 10/06/2025 |
| Work Description | Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail. |
| Location Description | On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing. |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 07/11/2023 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 07/14/2023 |
| Sample type | Quality Assurance | A brief description of the sample | PCC Beams |
| The quantity of what the sample constitutes | 3 beams | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | CT Inspector | Last name of sampler or witnessed by | CT Inspector |
| Title of sampler | ContractorG3 | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vanguard / G3 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | HWY 4 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | HE4X4BM |
|---|---|---|---|
| The truck number from where the sample was collected | 0000 | The batch plant ticket number from where the sample was collected | 0000 |
| Concrete batch plant | Vanguard | The fabricator/manufacturer designation for the sample | 0 |
| 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
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: 2023-07-11-68
DIME Test ID: 2023-07-11-68-6
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2023-08-28
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?: Yes
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/14/2023
Identification number: Con_23_827
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: 6 inch
Span length of specimen 2: 6 inch
Span length of specimen 3: 6 inch
Maximum load applied: 780 lb
Maximum load applied 2: 720 lb
Maximum load applied 3: 680 lb
Correction Factor: 1
Correction Factor 2: 1
Correction Factor 3: 1
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: 3 days
Age of specimen in hours: 72 hours
Modulus of rupture: 780 psi
Modulus of rupture 2: 720 psi
Modulus of rupture 3: 680 psi
Modulus of rupture average: 730 psi
General comments (publicly viewable) (Max 1000 characters): Vanguard Mobile Plant Martinez
Test was verified on 8/28/2023 ✔