Summary for Test 2023-02-18-20-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-12.4/21.9 |
| Award Date | 04/12/2022 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES |
| Location Description | ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE |
| QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
| Sample Taken Date | 02/18/2023 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 03/01/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 6x6x21 beams |
| The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Source |
| First name of sampler or witnessed by | Lohman | Last name of sampler or witnessed by | Robert |
| Title of sampler | Consultant Tech | Telephone number of sampler | 9259981102 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Security Paving Portable Plant Pleasanton | 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 | Rapid Set | Manufacturer | Vulcan |
|---|---|---|---|
| Mix no. | G3-22-PRS-319 | Materials Received | 6X6X21 Concrete Beams |
| Lot no. | 8 | Batch no. | 123 |
Test Details
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DIME Sample ID: 2023-02-18-20
DIME Test ID: 2023-02-18-20-1
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2023-03-20
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: No
Is a beam dimensional correction factor used?: Yes
Input Type: Measured
Tester's full name: Robert Lohman
Date of test: 03/01/2023
Identification number: Set 8 Load 116 @ 1044 cy
Width of specimen: 6.0625 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 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum recording: 735 psi
Maximum recording 2: 750 psi
Maximum recording 3: 790 psi
Correction Factor: 0.97
Correction Factor 2: 0.98
Correction Factor 3: 1
Curing history and apparent moisture condition of the specimen: Lime water bath
If specimen was capped, ground or if leather shims were used: Leather shims
Defects in specimen, including numbers of beams discarded during test: 0
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 750 psi
Modulus of rupture 2: 770 psi
Modulus of rupture 3: 830 psi
Modulus of rupture average: 780 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2023 ✔