Summary for Test 2023-02-18-19-1
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 | 19 |
|---|---|---|---|
| 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. | 7 | Batch no. | 123 |
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: 2023-02-18-19
DIME Test ID: 2023-02-18-19-1
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 7 Load 101 @ 909 cy
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: 6.0625 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 recording: 690 psi
Maximum recording 2: 725 psi
Maximum recording 3: 740 psi
Correction Factor: 1
Correction Factor 2: 0.98
Correction Factor 3: 0.98
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: 720 psi
Modulus of rupture 2: 750 psi
Modulus of rupture 3: 760 psi
Modulus of rupture average: 740 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2023 ✔