Summary for Test 2024-08-26-30-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000063 DEA: 061F8804 EFIS: 0623000106 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-R39.9/R48.3 |
| Award Date | 04/03/2024 |
| Closeout Date | 04/11/2025 |
| Work Description | COLD PLANE, HMA PAVING, AND INDIVIDUAL CONCRETE SLAB REPLACEMENT. |
| Location Description | KINGS COUNTY AT AND NEAR LEMOORE FROM ROUTE 41/198 SEPARATION TO FRESNO COUNTY LINE |
| QA Service Level | 1 (Verified on 01/29/2024) |
Sample Information
| Sample Taken Date | 08/26/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 08/27/2024 |
| Sample type | Acceptance | A brief description of the sample | 3 RSC beams |
| The quantity of what the sample constitutes | 0-130 Cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Lopez |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | AGEE / Vanguard | 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 | HE4X4BM |
|---|---|---|---|
| The truck number from where the sample was collected | 1981 | The batch plant ticket number from where the sample was collected | 1 |
| Concrete batch plant | Vanguard Construction onsite plant | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | LD # 4 panel # 3 | 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: 2024-08-26-30
DIME Test ID: 2024-08-26-30-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2024-08-30
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: Tomas Silva
Date of test: 08/29/2024
Identification number: Set 1
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.0625 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7400 lb
Maximum load applied 2: 8200 lb
Maximum load applied 3: 8200 lb
Correction Factor: 1
Correction Factor 2: 1
Correction Factor 3: 1
Curing history and apparent moisture condition of the specimen: moist
If specimen was capped, ground or if leather shims were used: leather shims
Defects in specimen, including numbers of beams discarded during test: N/A
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 630 psi
Modulus of rupture 2: 700 psi
Modulus of rupture 3: 700 psi
Modulus of rupture average: 680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/30/2024 ✔