laboratorios - general
TRANSCRIPT
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Project Name:Project Number:
Financial Number: Downloadito data alre
sheet. Prefirst for all
Clear All
Upload
Download
Open XML File
Save XML File
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g and Opening addsady exisiting in this
s the clear buttonew data.
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Sheet 1 CountyCompany
Hole nameCore Run
Comments: Test DateReport Date
Core Barrel Desig. Recovery %
RQD %Start ElevEnd Elev
Start DepthEnd Depth
Length Diameter gdry Description Compression qu Tension qt(in) (in) (pcf) (ksf) (ksf)
123456789
10
11
12
13
14
15
16
17
18
19
20
Sample#
Project NameProject Number
Financial Number
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Sheet 1 Project NameProject Number
Financial Number
Pressure Erosion Rate(ksf) (in/hr)
Core RunSample #
Hole nameTest Date
Company
Report Date
0
0.2
0.4
0.6
0.8
1
1.2
0 0.5 1 1.5
E r o s
i o n
R a
t e
Pressure
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Sheet 1 Project NameProject Number
Financial Number
Stress Strain(ksf)
(ksf)(ksf)
0 (ksf)0
Sample #
E100e50
Maximum Stress
Strain at 0E50
e100
Company
Core Run
Hole nameTest Date
Report Date
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 0.5 1
S t r e s s
Strain
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Sheet 1
DisturbUndistu
Sample LengthStartElev
EndElev
StartDepth
EndDepth
Soil Pre-Descriptor Soil Type
Soil Post-Descriptor USCS AASHTO
OrganicContent f ' c Su
(in) (ft) (ft) (ft) (ft) % (ksf) (ksf)123456789
10111213141516
Report DateTest Date
County
Tube nameSample Type
CompanyHole name
Project NameProject Number
inancial Number
r
P i l o
t P r o
j e c
t
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Comments:
drbed
OptimumWater
Content
OCR gtotal gdry Perm - kVoidRatio
Moisturecontent LL PL PI
RelativeDensity wopt max gdry e100 e50
E100 E50
(pcf) (pcf) (ft/sec) (%) (%) (%) (%) (%) (%) (pcf) (ksf) (ksf)
Moduls Atterberg Limits Strain
r
P i l o
t P r o
j e c
t
r
P i l o
t P r o
j e c
t
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Resistivity Chlorides Sulfates ph
Ohm-cm ppm ppm
Corrosion
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Hoja 1
Soil Classification requires PL, LL, Sieve 10, 40, and 200Muestra No.
. . .Tamiz Diam. D50 0.5 (mm) x2 48 26 4
(mm) Diametro x1 75 48 263" 76.200 (mm) X 60 30 102" 50.800 4 4.75 98 98 4.75 98 4.75
1.5" 38.100 10 2 90 90 2 90 21" 25.400 20 0.85 75 75 0.85 75 0.85
0.75" 19.050 40 0.425 48 48 0.425 48 0.425 48
Numero de ProyectoNombre del Proyecto Empresa
FechaFor non-plastic, enter 0
Percent Finer (total) %
Numero financiero
Tamiz
Granulometria
90
100
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Sheet 1
ResultsCcCr Preconsolidation (ksf)
Pressure Displacement Void ratio Strain Constraint Modulus (ksf)(ksf) (in)#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A
Solid HeightInsitu Stress
Operator Sample Height
Report Date
Initial Void Ratio
Financial Number Tube nameSample
Test Date
CompanyProject Number Hole name
Project Name
0.4
0.5
0.6
0.7
0.8
0.9
1
V o
i d R a
t i o
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(in)
(in)(ksf)
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Sheet 1
ResultsCv Taylor (ft2/day)Cv Casagrande (ft2/day)Calpha
Time Dial Square root t(min) Reading
Financial Number Tube name
Report DateTest Date
PressureOperator
Sample
CompanyProject Number Hole name
Project Name
0.2
0.4
0.6
0.8
1
1.2
D i a l R e a
d i n g
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(ksf)
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InstallationThe XMLTrans dll must be installed for upload and download functionality
Security SettingsMacros must be enabled for this spread sheet to work as designed.
To enable macros:1 Select the Tools menu2 Select Macro3 Select Security4 Under the Security Level tab select either medium or low5 Close Excel and reopen this excel file
General UsageThis sheet has been designed to aid in the transformation of laboratory data into the FDOT xml schemVarious worksheets have been developed in an attempt to logically divide the available laboratory data.
Cells with a yellow background are required
Cells with a white background are used to enter dataCells with a light blue background and derived from other parts of the spreadsheet. They may be
The Spin Control is used to rotate the visible data. Multiple sets of data may be entered int
The Delete Record button removes the data locally from this spreadsheet. It dointo the database.
The SI Units check box changes the data type that is saved into the XML file. Changithis spread sheet. It will not convert data from one set of units to the other.
Step by Step Example1 Select the general worksheet. Enter the Project Information.2 Select the worksheet corresponding to your laboratory data.3 Select the type of units for the data (SI or English). This is done with the SI Units Check box.4 Fill out the yellow cells with the required information.5 Fill out the white cells with available information.6 If you have more results to enter, use the spin control to rotate the data.7 Select the general worksheet. Upload or Save your XML laboratory data.
Downloading and Opening XMLWhen you download or open an XML file it will add to any data existing within this spreadsheet. As sucadd any data that is already present within this sheet. Use the Clear All button in the general sheet to edata.
Notes on Specific SheetsRock
This sheet serves as a general summary of rock laboratory test results. The core run and samplEach row containing rock data must have its respective core run and sample columns filled out.
SoilThis sheet is a summary of soil laboratory data. The sample column must be filled out for each d
SieveSoil classification requires a PL, a LL, and data for US Sieve 10, 40, and 200.
Triaxial
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SI Units
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The import Triaxial data button imports ASCII data that may be saved by another laboratory devicIt requires 4 steps.
1 Press the Import Triaxial Data button, select the ASCII file containing the strain and d2 Use the spin control to select the test number corresponding to the imported data3 Use the other spin controls to select the strain and deviator stress columns4 Click the Import Triax button to copy the data into the correct columns on the Triaxial
A macro has been created that resizes the Mohr circle plots when the plot is clicked. This macroorder to create a plot in which the Mohr circles look like circles.
Sponsored by the Florida Department of Transportation
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.
stored in the XML schema.
this spreadsheet at one time.
s not delete the data that is uploaded
g it will change the units displayed on
h, you should notrase all current
columns are yellow.
ata row.
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e.
viator stress data
heet
attempts to alter the scale in
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