grl-measurements and analysis on becker penetration tests sr-522 cathcart road vicinity to us-2...

7/30/2019 GRL-Measurements and Analysis on Becker Penetration Tests SR-522 Cathcart Road Vicinity to US-2 Widening

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October 22, 2008

Mr. Todd Mooney, P.E.Washington State Department of TransportationEnvironmental and Engineering ProgramsGeotechnical Division1655 S. 2nd Ave., Tumwater, WA 98512-6951

Re: Measurements and Analysis on Becker Penetration TestsSR-522 Cathcart Road Vicinity to US-2 Widening

Washington StateGRL J ob No. 088047

Dear Mr. Mooney,

This report presents results obtained from measurements of Becker Penetration Tests conducted

May 27 through J une 3, 2008 at the SR-522 Cathcart Road Vicinity to US-2 Widening, located in

Washington State. The primary purposes of the dynamic measurements and data analyses were to

calculate energy transfer from the hammer to the Becker drill casing and estimate the soil

resistance acting along the shaft of the drill casing. Dynamic field measurements were collected

and processed with a Model PAK Pile Driving Analyzer (PDA). Measured and calculated PDAresults included driving forces in the Becker drill rod, hammer performance (transferred energy,

efficiency and operating rate), and soil resistance active at the time of testing.

Appendix A contains background information on the PDA and our procedures for analysis of the

dynamic measurements. Case Method PDA results in graphical and tabular form are presented in

Appendix B, complete CAPWAP output is in Appendix C, and individual pull-back tests are included

in Appendix D. Washington DOT personnel recorded bounce chamber pressure, penetration

resistance and comments; their records are reported elsewhere.


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Washington Department of Transportation October 22, 2008GRL J ob No. 088047 SR-522 Cathcart Road Vicinity to US-2 WideningPage 2

GRL Engineers, Inc.

TEST DETAILS

Drill Rods

All tests were performed on standard 6-5/8 inch Becker drill rod. This drill rod is a double-walled

system arranged such that driving forces are carried by the outside wall to a closed-end driving

shoe attached at the bottom of the drive string. The inner pipe "floats" independently of the outer

pipe. When used with an open-end shoe, the double wall system may be operated with

compressed air to return cuttings to the surface via an airlift.

Hammer and Driving System

The hammer used was a Link Belt 180 closed end diesel hammer with a ram weight of 1.73 kips

and a rated energy of 8.1 kip-feet. The hammer cushion was reported to be a standard Link Belt

hammer cushion with nylon as the cushion material. This cushion was between the airlift spoutand the top of the drill rod. The drill operator adjusted the hammer fuel setting as driving conditions

changed. In very soft driving the throttle was reduced to avoid over-driving the casing.

InstrumentationDynamic measurements were obtained with two accelerometers and two strain transducers bolted

to a two foot long section of drill rod attached to the top of the drive string during driving. Analog

signals from the sensors were conditioned, digitized, stored, processed, and displayed with a model

PAK Pile Driving Analyzer. Selected Case Method results from the PDA, including maximum force,

maximum transferred energy, transfer efficiency, shaft resistance force, total resistance force andspeed of hammer operation were stored and later processed with our PDIPLOT software program.

The digital records of the measured signals were recorded by the PDA and stored for review and

analysis. Every monitored force and velocity record was displayed on the PDA screen during

testing and reviewed by the PDA operator for data quality assessment.

Pull-back test data was obtained with a data collection and processing system developed by Pile

Dynamics, Inc (PDI). Up to four force measurements were made with PDI strain transducers, and

up to two displacement measurements were made with PSItronix potentiometers with a maximum

extension capability of six inches. The electronic signals were transferred through a PDI signal

conditioner (Static Load Test system) to a laptop computer running GRLs Automatic Monitoring of

Static Load Test software program.


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GRL Engineers, Inc.

Test SequenceThe following table details the testing dates, penetration depths for dynamic testing with the PDA,

and penetration depths for pull-back tests.

TEST HOLE TEST DATE DYNAMIC TESTS

DEPTHS (FT)

PULL-BACK TEST

DEPTHS (FT)

H33C-08 May 31 0-100 40, 80

H38C-08 May 30 0-100 40.5, 81

H52C-08 J une 1 0-30.5 30.5

H53C-08 J une 2 0-60.5 40, 60

H54C-08 May 30 0-100 41, 90

H55C-08 J une 1 0-100 40, 80

H58C-08 J une 3 0-100 40, 50, 80

H59C-08 May 28 0-100

TEST RESULTS

PDA Results

Results from each test hole are presented in graphic and tabular form in Appendix B. The

measured, calculated and observed values are plotted versus depth below the ground surface,

while the tables present average results for each foot of driving. Case Method results include:

energy transfer efficiency (ETR), maximum transferred energy (EMX), total soil resistance (RTL),

estimated total skin friction resistance (SFT), and hammer operating rate (BPM). Bounce chamber

pressure and penetration resistance were recorded by the Washington Department of

Transportation. Testing time histories and field notes are included with the results in Appendix B.

CAPWAP Results

CAPWAP (CAse Pile Wave Analysis Program) is a rigorous numerical analysis procedure which

uses the measured force and velocity data to solve for soil resistance parameters and distribution.

This method combines the wave equation pile and soil model with the Case Method field

measurements. The solution includes the total static bearing capacity values as well as the shaft

friction, end bearing, damping factors and other dynamic soil properties. The process iteratively

determines the best match soil model unknowns by signal matching.


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GRL Engineers, Inc.

Eighteen (18) CAPWAP analyses were performed on PDA data collected at penetrations selected

by the Washington Department of Transportation. Results from the CAPWAP analyses are

summarized in Table 1. Additional details, including the computed skin friction distribution along the

pile shaft and unit friction values, are presented in the complete CAPWAP result output available in

Appendix C.

Pull-back Test Results

Table 2 includes the pull-back test results. The average calculated loads (adjusted for the Becker

casing weight) at one-inch displacement (peak loads if higher than load at one-inch displacement

are also included) are presented for the pull-back tests. Complete Pull-back test results (non-

corrected) in graphic form are included in Appendix D.

DISCUSSION OF RESULTS

Hammer Energy Transfer Efficiency

The Becker hammer energy transfer efficiency (ETR) is calculated by dividing the measured energy

delivered to the casing top (EMX), by the rated hammer energy of the Linkbelt 180 double-acting

diesel hammer (8.13 kip-ft).

Sy and Campanella, in 1994, suggested correcting the measured BPT blow count for hammer

performance by normalizing the measured hammer performance to a reference hammer energy

transfer of 30%:

Nb30 = Nb * ETR/30

where Nb30 is BPT blow count normalized to a 30% energy transfer reference value, Nb is the

observed BPT blow count, and ETR is the hammer energy transfer efficiency. This energy

normalizing approach, using dynamic measurements of force and velocity, is similar to the SPT N60

correction technique where raw N-values are corrected to SPT N60 values by reference to a 60%

energy transfer standard for SPT hammers.

Becker Casing Friction

Eighteen (18) CAPWAP analyses were performed at locations and depths selected by the WSDOT.

Table 1 summarizes the CAPWAP results and Appendix C contains the complete CAPWAP output.

CAPWAP analysis was undertaken to develop a quantitative assessment of casing friction on the

Becker pipe during the BPT program. The CAPWAP calculated skin friction for the eighteen

analyses ranged from 7 to 28 kips.


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GRL Engineers, Inc.

The CAPWAP skin friction results may be used as Rs values, in conjunction with the energy-

corrected Nb30 blow counts, to estimate equivalent SPT N60 values using Sy and Campanellas

computed BPT-SPT correlation chart developed in 1993. Low casing friction will generally result in

upward corrections to the Nb30 blow counts (higher SPT N60 values), while high casing friction

results will tend to correct the Nb30 blow counts downward (lower SPT N60 values).

The pull-back test results are not considered as reliable as CAPWAP shaft friction results for the

following reasons: the testing system (Becker drill rig) does not pull evenly, resulting in sometimes

very large bending forces at the gage location; some soil set-up likely occurs before the pull-back

test can be organized and completed; and the pull-rate varies from test to test, resulting in a more-

or-less quasi-static test. The pull-back results varied from 11 kips (H-54C-08 at 41 ft) to 51 kips (H-

58C-08 at 80 ft). The pull-back results seem to be similar to the CAPWAP results, at similar

locations.

It was a pleasure working with you on this project, and we hope we can assist you on future

projects. Please contact us if you have questions regarding the contents of this report.

Sincerely,

GRL Engineers, Inc.

Camilo Alvarez Anna Klesney

CA:AK:dms


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Becker Approx. Blow U l t i m a t e C a p a c i t y S m i t h D a m p i n g S o i l Q u a k e

Test Pen. Count Total Shaft Toe Skin Toe Skin Toe

ft bl/ft kips kips kips s/ft s/ft inch inch

H-33C-08 20 50 94 16 78 0.20 0.06 0.05 0.35

H-33C-08 55 64 93 24 69 0.36 0.03 0.12 0.21

H-33C-08 80 48 80 28 52 0.39 0.02 0.04 0.30

H-38C-08 40 67 114 25 89 0.22 0.07 0.10 0.23

H-38C-08 60 56 70 19 51 0.40 0.19 0.06 0.31

H-38C-08 82 46 73 19 54 0.40 0.22 0.09 0.21

H-54C-08 25 35 90 23 67 0.09 0.05 0.04 0.32

H-54C-08 41 45 70 15 55 0.40 0.06 0.04 0.35

H-54C-08 60 49 87 19 68 0.30 0.05 0.13 0.27

H-54C-08 90 78 101 25 76 0.31 0.11 0.12 0.18

H-58C-08 9 15 33 9 24 0.02 0.03 0.04 0.31

H-58C-08 16 12 16 7 9 0.03 0.03 0.04 0.25

H-58C-08 33 20 39 13 26 0.18 0.03 0.04 0.37

H-58C-08 41 14 24 13 11 0.18 0.22 0.06 0.53

H-59C-08 27 15 49 14 35 0.10 0.04 0.04 0.50

H-59C-08 35 39 66 18 48 0.28 0.06 0.08 0.32

H-59C-08 65 46 71 20 51 0.24 0.07 0.11 0.30

H-59C-08 90 38 74 20 54 0.24 0.08 0.12 0.32

Table 1: Summary of CAPWAP Results

SR-522 Cathcard Road Vicinity to US-2 Widening


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Pullback Location Maximum Load Load at 1 inch Maximum Load Load at 1 inch

(Prior to 1 inch) Corrected Correctedkips kips kips kips

H-33C-08 at 40 ft 23 23 21 21

H-33C-08 at 80 ft 26 26 23 23

H-38C-08 at 40.5 ft 23 23 21 21

H-38C-08 at 81 ft 17 17 14 14

H-52C-08 at 30.5 ft 43 42 42 41

H-53C-08 at 40 ft 34 34 33 33

H-53C-08 at 60 ft 44 44 42 42

H-54C-08 at 41 ft 13 13 11 11

H-54C-08 at 90 ft 25 25 21 21

H-55C-08 at 40 ft 13 13 11 11

H-55C-08 at 80 ft 33 33 30 30

H-58C-08 at 40 ft 13 13 11 11

H-58C-08 at 50 ft 17 17 15 15

H-58C-08 at 80 ft 54 54 51 51

Table 2: Summary of Pull-back Test Results


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Appendix A

An Introduction into SPT Dynamic Pile Testing


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APPENDIX A

AN INTRODUCTION INTO SPT DYNAMIC PILE TESTING

The following has been written by GRL Engineers, Inc. and may only be copied with its written permission.

1. BACKGROUND

The Standard Penetration Test is frequentlyconducted as an in-situ assessment of soil strength.

This test requires that a 140 lb weight is dropped 30inches onto a drive rod at whose bottom a sampler isusually installed. The sampler is driven for 18 inches;the number of blows required for the last 12 inches ofdriving is the so-called N-value. The N-value may beused as a strength indicator for foundation design oras a means of assessing the liquefaction potential ofsoils.

Obviously, the SPT hammer efficiency is an importantconsideration when using the N-values for designpurposes. Measurements have indicated that theenergy in the drive rod is sometimes only 30% andand may reach 90% of the potential or rated energy ofthe SPT hammer (E-rated =0.35 kip-ft or 0.475 kJ ).

The type of hammer used to drive the rod is the mainreason for these variations. On the average, theenergy in the drive rod is 60% of the standard ratedenergy.

Because of the variability of energy, methods basedon N-values are considered unreliable. However,measurements during SPT testing using the Case

Method can be done on a routine basis and thesemeasurements yield the transferred energy values.With measured energy, EMX, known, an adjustmentof the measured N-value, Nm, can be made as follows.

N60 = Nm[Em / (0.6Er )] (1)

Thus, if the measured energy value is equal to thenormally expected transferred energy of 60% of E-rated then the adjusted and measured N-values areidentical. On the other hand, if the measured energyis only 30% then the adjusted blow count will bereduced by 50%.

2. DYNAMIC TESTING AND ANALYSIS

METHODS APPLIED TO SPT

The Case Method of dynamic pile testing, named afterthe Case Institute of Technology where it was

developed between 1964 and 1975, requires that asubstantial ram mass (e.g. a pile driving hammer)

impacts the pile top such that the pile undergoes atleast a small permanent set. Thus, the method isalso referred to as a High Strain Method. The CaseMethod requires dynamic measurements on the pileor shaft under the ram impact and then a calculationof various quantities. Conveniently, for SPTapplications, the measurements and analyses aredone by a single piece of equipment: the SPTAnalyzer. The Pile Driving Analyzer(PDA) is alsosuitable to perform these measurements and dataprocessing.

A related analysis method is the Wave EquationAnalysis which calculates a relationship betweenbearing capacity, pile stresses, transferred energyand field blow count. The GRLWEAP programperforms this analysis and provides a complete setof helpful information and input data. This programcan be used very effectively to simulate the SPTdriving process.

3. MEASUREMENTS

GRL uses equipment manufactured by Pile

Dynamics, Inc. The system includes either an SPT-Analyzer (SPTA) or a Pile Driving Analyzer(PDA), an instrumented rod section and twoaccelerometers. SPT energy testing is very closelyrelated to and borrows procedures from dynamic piletesting. Those interested in the basis of the SPTenergy testing method may obtain extensiveliterature on dynamic pile testing from GRLEngineers, Inc.

3.1 SPT Analyzer or Pile Driving Analyzer

The basis for the results calculated by the SPTA or

PDA are strain and acceleration measured in aninstrumented rod section. These signals areconverted to rod top force, F(t), and rod top velocity,v(t). The SPTA or PDA conditions, calibrates anddisplays these signals and immediately computesaverage pile force and velocity thereby eliminatingbending effects. The product of these two


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A-2

measurements is then integrated over time whichyields the energy transferred to the instrumentedsection as a function of time (see Section 4.1).

For convenience and accuracy, strain measurementsare usually taken on an instrumented section of SPTdrive rod. Ideally, the section properties of theinstrumented rod and those of the drive rod are the

same, however, using subs, other sections can alsobe utilized.

For the instrumented section, PDI provides a forcecalibration in such a way that the output of theinstrumented rod is directly calculated without theneed for an accurate elastic modulus or crosssectional area of the rod section.

The acceleration measurements are often demandingin the SPT environment, because of high frequencyand high acceleration motion components. An

experienced measurement engineer, therefore, has toevaluate the quality of this data before finalconclusions are drawn from the numerical resultscalculated by SPTA or PDA.

SPTA or PDA records are taken while the standard N-value is acquired in the conventional manner. Thisthen allows a direct correlation between N-value andaverage transferred energy.

3.2 HPA

The SPT hammers ram velocity may be directly

obtained using radar technology in the HammerPerformance Analyzer. The impact velocity resultscan be automatically processed with a PC or recordedon a strip chart. HPA measurements yield a hammerkinetic energy, but not the energy transferred to thedrive rod.

4 RECORD EVALUATION BY SPTA OR PDA

4.1 HAMMER PERFORMANCE

The PDA calculates the energy transferred to the pile

top from:

E(t) =oItF(J)v(J) dJ (2)

The maximum of the E(t) curve is often calledENTHRU or EMX; it is the most important quantity foran overall evaluation of the performance of a hammer

and driving system.EMX allows for a classification ofthe hammer's performance when presented as, eT,the rated transfer efficiency, also called energytransfer ratio (ETR) or global efficiency.

eT = EMX/ER (3)

where ER is the hammer manufacturers ratedenergy value or 0.35 kip-ft (0.475 kJ ) in the case ofthe SPT hammer.

Often in the SPT literature one finds also referenceto the EF2 energy. This evaluation is based onassumed proportionality between force and velocity(see also Section 5):

v(t) =F(t) / Z (4)

where Z =EA/c is the pile impedance, E is the elasticmodulus, A is the cross sectional area and c is the

speed of the stress wave in the pile material..

Combining equations 2 and 4 leads to

EF(t) =oItF(J)2 / Z dJ (5)

The EF2 transferred energy value is the EF-value atthe time t =2L/c, where L is the drive rod length andc is the stress wave speed in steel (16,800 ft/s or5,124 m/s). Since the force is easier to measure thanboth force and velocity, Equation 5 is preferred bysome test engineers. However, the EF method isfraught with errors and certain correction factors

have to be applied to make it approximately correct.Among the error sources are the following:

Proportionality is often violated prior to time2L/c. The proportionality between force andvelocity in a downward traveling wave onlyholds if the wave does not encounter adisturbance prior to reflecting off the pile toe.Such disturbances include a change in crosssectional area, an open or loose splice or joint,or resistance along the shaft.

Using only one force measurement precludesa data quality check based on theproportionality between force and velocity.

Thus, a force measurement that is for somereason in error may not be detectable, whichwill lead to errors in the EF2 value. Dataquality checks will be discussed further inSection 5.


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The use if EF2 is therefore not recommended but it isoften included in result presentations for the sake ofcompleteness.

4.2 STRESSES

During SPT monitoring, it is also of interest to monitorcompressive stresses at both the top of the drive rod

and at its bottom.

At the pile top (location of sensors) the maximumcompression stress averaged over the rods crosssection, CSX, is directly obtained from themeasurements. Note that this stress value refers tothe instrumented section. If the rod has a differentcross sectional area then the stress in the rod will bedifferent from CSX.

The SPTA or PDA can also calculate, in anapproximate manner, the force at the rod bottom,

CFB. To obtain the corresponding stress, this forcevalue should be divided by the appropriate crosssectional area, e.g. by the rod area just above thesampler or by the sampler area itself. Of course, non-uniform stress components as they might occur at thesampler tip due to a sloping rock are not consideredin this calculation.

5. DATA QUALITY CHECKS

Quality data is the first and foremost requirement foraccurate dynamic testing results. It is therefore

important that the measurement engineer performingSPTA or PDA tests has the experience necessary torecognize measurement problems and takeappropriate corrective action should problemsdevelop. Fortunately, dynamic pile testing allows forcertain data quality checks because two independentmeasurements are taken that have to conform to theso-called proportionality relationship.

As long as there is only a wave traveling in onedirection, as is the case during impact when only adownward traveling wave exists in the rod, force andvelocity measured at its top are proportional

F =v Z (5)

where Z is again the pile impedance, Z =EA/c. Thisrelationship can also be expressed in terms of stress

F =F/A =v (E/c) (6)

or strain

, =F/E =v / c (7)

This means that the early portion of strain timeswave speed must be equal to the velocity unless the

proportionality is affected by high friction near thepile top or by a pile cross sectional change not farbelow the sensors. Checking the proportionality isan excellent means of assuring meaningfulmeasurements but is only truly meaningful forperfectly uniform rods. Open or loose splices, forexample, will lead to a non-proportionality. For SPTrods it is fortunate that usually no soil resistance actsalong the shaft and for that reason, proportionalitycan exist until the stress wave returns from samplertop or rod bottom unless connectors are notsufficiently tightened or have a significant mass.

Velocity data quality can also be checked by lookingat the final displacement, DFN, which is calculatedfrom the acceleration by double integration. If thecalculated final displacement is much higher or lowerthan indicated by the N-value, the accelerometerattachment may be loose or the sensor may befaulty. If major drift in the velocity is observed, theEMX value may be in error, even thoughproportionality from impact to time 2L/c exists. In thiscase, it may be useful to evaluate the energytransferred to the drill rod at time 2L/c, which iscalculated by the PDA or SPTA as the E2E quantity.

2003 GRL Engineers, Inc.App-A-SPT-12-03


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APPENDIX BBecker Energy Measurement Results

H-33C-08

H-38C-08

H-52C-08

H-53C-08

H-54C-08

H-55C-08

H-58C-08

H-59C-08


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Test date: 31-May-2008

Blows per Minute

Blow CountCase-Goble Capacity (JC=0)

Energy Transfer Ratio

Max Transferred Energy

PDIPLOT Ver. 2008.1 - Printed: 11-Jun-2008

GRL Engineers, Inc. - Case Method Results

SR-522 Cathcart Road Vicinity to US-2 Widening - H-33C-086.625x0.625x10 BPT

0

EMX (k-ft)

0

ETR ((%))

0

RTL (kips)

0

BPM (**)

0

BLC (blows/ft)

0

Pe

net

rat

ion

ft

20

40

60

80

100

120

3 6 9 12 100 200 300 400 30 60 90 120

25 50 75 100 30 60 90 120


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GRL Engineers, Inc.Case Method Results PDIPLOT Ver. 2008.1 - Printed: 11-Jun-2008

SR-522 Cathcart Road Vicinity to US-2 Widening - H-33C-08 6.625x0.625x10 BPTOP: AK Test date: 31-May-2008

AR: 11.78 in^2 SP: 0.492 k/ft3LE: 101.25 ft EM: 30,000 ksiWS: 16,807.9 f/s JC: 1.00

ETR: Energy Transfer Ratio

EMX: Max Transferred Energy

RTL: Case-Goble Capacity (JC=0)

SFT: Skin friction total

BPM: Blows per Minute

BL# depth BLC TYPE ETR EMX RTL SFT BPMend ft bl/ft (%) k-ft kips kips **

22 1.00 22 AV22 20 1.7 32 -3 97.7

STD 9 0.8 4 10 1.7

MAX 54 4.4 50 0 99.2MIN 13 1.1 27 -45 91.7

50 2.00 28 AV24 11 0.9 20 0 100.9STD 3 0.2 6 0 2.2

MAX 16 1.3 28 0 109.7MIN 2 0.2 0 -1 98.5

125 3.00 75 AV67 24 1.9 85 -7 97.5STD 9 0.7 44 9 3.9

MAX 34 2.7 134 11 108.2MIN 5 0.4 3 -36 95.2

139 4.00 14 AV13 25 2.1 121 -24 95.8STD 1 0.1 3 3 0.1

MAX 27 2.2 129 -19 96.0

MIN 23 1.9 115 -30 95.7

154 5.00 15 AV15 26 2.1 124 -19 95.7STD 1 0.1 3 7 0.1

MAX 28 2.3 130 -6 95.8MIN 25 2.0 120 -29 95.7

244 6.00 90 AV88 31 2.5 150 -11 95.8

STD 3 0.2 7 8 0.0MAX 36 2.9 163 16 96.0

MIN 25 2.0 124 -27 95.7

352 7.00 108 AV106 33 2.7 149 -11 96.0STD 2 0.1 8 13 0.1

MAX 38 3.0 163 20 96.2MIN 29 2.4 134 -43 95.8

467 8.00 115 AV115 35 2.8 151 3 96.1

STD 2 0.2 9 19 0.0MAX 39 3.2 164 36 96.2MIN 30 2.5 131 -27 96.0

563 9.00 96 AV94 35 2.8 142 17 95.7

STD 3 0.3 9 5 1.0MAX 39 3.1 157 34 96.3MIN 25 2.1 120 2 88.4

653 10.00 90 AV88 32 2.6 137 17 95.9STD 2 0.2 5 2 0.0

MAX 36 2.9 147 26 96.2MIN 28 2.3 127 10 95.7

748 11.00 95 AV94 31 2.5 142 22 95.8

STD 1 0.1 5 3 0.0

MAX 36 2.9 153 29 96.0MIN 27 2.2 129 16 95.7

853 12.00 105 AV103 34 2.8 152 22 95.8STD 3 0.2 6 4 0.0

MAX 39 3.1 165 33 96.0MIN 28 2.3 138 16 95.7

956 13.00 103 AV101 38 3.1 152 21 95.9STD 2 0.1 5 2 0.0

MAX 42 3.4 170 32 96.0MIN 34 2.7 143 17 95.7

1035 14.00 79 AV77 38 3.1 141 19 95.8STD 1 0.1 6 3 0.0

MAX 40 3.2 153 28 95.8

MIN 36 2.9 123 13 95.7

Page 1 of7


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BL# depth BLC TYPE ETR EMX RTL SFT BPMend ft bl/ft (%) k-ft kips kips **1101 15.00 66 AV66 38 3.1 109 11 95.7

STD 1 0.1 11 4 0.1MAX 41 3.3 131 21 95.8

MIN 35 2.8 94 4 95.7

1141 16.00 40 AV39 38 3.1 110 19 95.7

STD 1 0.1 5 5 0.0

MAX 40 3.3 120 30 95.8MIN 37 3.0 103 11 95.7

1189 17.00 48 AV48 40 3.2 128 23 95.8STD 1 0.1 3 5 0.1

MAX 42 3.4 135 33 95.8MIN 37 3.0 123 15 95.7

1249 18.00 60 AV60 40 3.3 129 18 95.8STD 1 0.1 3 2 0.0

MAX 43 3.4 136 28 95.8MIN 38 3.1 124 14 95.7

1307 19.00 58 AV58 46 3.7 141 38 95.7

STD 3 0.3 7 11 0.3MAX 51 4.2 154 54 95.8MIN 39 3.1 124 13 93.6

1357 20.00 50 AV50 43 3.5 132 40 95.8STD 2 0.2 9 11 0.0

MAX 47 3.8 147 57 95.8MIN 39 3.2 117 20 95.7

1399 21.00 42 AV42 42 3.4 123 30 95.9STD 2 0.2 5 11 0.1

MAX 49 4.0 136 63 96.0

MIN 39 3.1 112 19 95.8

1445 22.00 46 AV46 45 3.7 121 48 95.9STD 2 0.1 7 8 0.1

MAX 50 4.0 141 63 96.2MIN 42 3.4 106 30 95.8

1483 23.00 38 AV38 43 3.4 121 40 95.9STD 1 0.1 6 7 0.1

MAX 46 3.7 131 55 96.0

MIN 40 3.3 109 26 95.8

1534 24.00 51 AV50 41 3.3 128 41 96.0

STD 2 0.1 5 7 0.1MAX 44 3.6 143 63 96.0MIN 38 3.0 118 31 95.8

1591 25.00 57 AV56 37 3.0 118 29 96.0STD 3 0.2 5 8 0.1

MAX 43 3.5 130 55 96.0MIN 33 2.7 108 19 95.8

1653 26.00 62 AV61 40 3.2 122 30 96.0

STD 6 0.4 8 10 0.0

MAX 48 3.9 140 62 96.0MIN 32 2.6 109 10 95.8

1699 27.00 46 AV46 44 3.5 129 24 96.0STD 1 0.1 5 7 0.0

MAX 46 3.7 137 35 96.0MIN 41 3.3 117 11 95.8

1741 28.00 42 AV41 44 3.6 131 32 96.0STD 1 0.1 5 6 0.1

MAX 46 3.7 139 43 96.0MIN 41 3.4 122 17 95.8

1785 29.00 44 AV43 41 3.3 121 23 95.9STD 1 0.1 3 6 0.1

MAX 43 3.5 128 39 96.0

MIN 37 3.0 116 13 95.8

1829 30.00 44 AV44 40 3.2 124 41 95.9

STD 5 0.4 13 13 0.1MAX 49 4.0 142 66 96.3MIN 28 2.3 95 17 95.5

Page 2 of7


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STD 1 0.1 5 5 0.1MAX 41 3.3 132 42 95.8

MIN 36 3.0 109 23 95.7

1912 32.00 41 AV41 42 3.4 125 36 95.9

STD 2 0.1 6 5 0.1

MAX 46 3.7 137 46 96.0MIN 38 3.1 110 26 95.7

1952 33.00 40 AV40 41 3.4 127 35 95.9STD 1 0.1 6 5 0.1

MAX 44 3.6 140 45 96.0MIN 38 3.1 115 24 95.8

2000 34.00 48 AV48 43 3.5 136 40 96.0STD 1 0.1 5 5 0.1

MAX 47 3.8 144 56 96.2MIN 40 3.2 122 29 95.8

2054 35.00 54 AV54 43 3.5 147 41 96.0

STD 2 0.1 6 7 0.1MAX 46 3.7 165 67 96.2MIN 38 3.1 133 28 95.8

2114 36.00 60 AV59 45 3.6 154 32 95.2STD 1 0.1 4 4 6.2

MAX 51 4.1 163 42 96.2MIN 43 3.4 140 21 48.0

2170 37.00 56 AV56 44 3.6 152 40 93.4STD 2 0.1 3 5 10.8

MAX 47 3.8 159 55 96.2

MIN 36 2.9 145 32 48.0

2224 38.00 54 AV53 44 3.6 147 42 92.4STD 2 0.2 4 6 12.7

MAX 49 3.9 157 58 96.2MIN 36 2.9 140 30 48.0

2277 39.00 53 AV53 45 3.6 143 39 95.1STD 1 0.1 5 5 6.5

MAX 47 3.8 156 52 96.2

MIN 40 3.2 133 30 48.0

2319 40.00 42 AV42 36 2.9 135 51 95.9

STD 4 0.3 13 10 0.2MAX 44 3.5 161 66 96.8MIN 27 2.2 100 29 95.5

2368 41.00 49 AV49 36 2.9 138 55 96.0STD 1 0.1 6 4 0.1

MAX 38 3.1 150 67 96.0MIN 32 2.6 123 42 95.8

2418 42.00 50 AV50 36 2.9 136 53 96.0

STD 3 0.3 11 6 0.1

MAX 42 3.4 154 69 96.2MIN 31 2.5 115 41 95.8

2466 43.00 48 AV48 39 3.2 146 49 96.0STD 1 0.1 5 5 0.1

MAX 42 3.4 157 59 96.0MIN 36 2.9 132 37 95.8

2519 44.00 53 AV53 38 3.1 138 47 95.9STD 2 0.1 7 7 0.1

MAX 42 3.4 150 63 96.0MIN 34 2.7 117 33 95.8

2592 45.00 73 AV73 38 3.1 136 50 95.9STD 1 0.1 7 4 0.0

MAX 41 3.3 156 59 96.0

MIN 35 2.8 121 41 95.8

2682 46.00 90 AV90 40 3.3 156 59 96.0

STD 2 0.2 6 13 0.0MAX 44 3.6 170 83 96.2MIN 34 2.7 143 36 95.8

Page 3 of7


17/156




STD 1 0.1 3 5 0.1MAX 46 3.8 163 75 96.0

MIN 42 3.4 145 44 95.8

2809 48.00 60 AV60 43 3.5 150 49 96.0

STD 2 0.1 4 6 0.1

MAX 46 3.7 158 63 96.2MIN 39 3.1 140 36 96.0

2857 49.00 48 AV48 42 3.4 154 50 96.0STD 1 0.1 5 8 0.0

MAX 46 3.7 168 73 96.2MIN 39 3.2 143 36 95.8

2900 50.00 43 AV43 41 3.3 152 47 95.5STD 4 0.3 11 7 1.6

MAX 46 3.8 165 67 96.2MIN 29 2.4 118 32 87.8

2940 51.00 40 AV40 41 3.3 151 53 96.0

STD 1 0.1 5 3 0.1MAX 44 3.6 158 59 96.0MIN 38 3.1 135 46 95.8

2983 52.00 43 AV43 39 3.2 142 47 96.0STD 3 0.2 8 4 0.1

MAX 44 3.6 160 53 96.0MIN 35 2.8 121 39 95.8

3038 53.00 55 AV55 35 2.8 125 38 96.0STD 1 0.1 6 5 0.1

MAX 37 3.0 138 55 96.2

MIN 33 2.7 114 31 95.8

3092 54.00 54 AV54 33 2.7 115 39 96.1STD 1 0.1 6 3 0.1

MAX 36 2.9 130 51 96.3MIN 31 2.5 101 35 96.0

3156 55.00 64 AV64 34 2.8 127 36 96.1STD 1 0.1 7 2 0.1

MAX 37 3.0 147 41 96.2

MIN 32 2.6 113 31 96.0

3211 56.00 55 AV55 45 3.6 167 53 96.0

STD 6 0.5 18 10 0.1MAX 53 4.3 194 68 96.3MIN 33 2.7 127 32 95.8

3257 57.00 46 AV46 46 3.8 167 47 96.0STD 1 0.1 6 5 0.1

MAX 50 4.0 177 60 96.2MIN 44 3.6 155 39 95.8

3307 58.00 50 AV50 46 3.7 170 43 96.0

STD 1 0.1 3 4 0.1

MAX 48 3.9 178 51 96.2MIN 44 3.6 163 35 96.0

3356 59.00 49 AV49 45 3.7 171 50 96.1STD 1 0.1 3 4 0.1

MAX 47 3.8 178 56 96.2MIN 44 3.6 165 40 96.0

3410 60.00 54 AV54 45 3.7 175 49 96.1STD 2 0.2 6 6 0.1

MAX 48 3.9 188 64 96.2MIN 32 2.6 154 35 96.0

3475 61.00 65 AV65 39 3.2 151 52 95.3STD 7 0.6 24 12 2.4

MAX 50 4.1 191 76 96.2

MIN 22 1.7 102 30 82.1

3515 62.00 40 AV40 49 4.0 175 61 96.1

STD 2 0.1 8 6 0.0MAX 52 4.2 191 72 96.2MIN 44 3.6 157 47 95.8

Page 4 of7


18/156




STD 2 0.2 7 7 0.1MAX 50 4.0 175 68 96.2

MIN 40 3.3 150 42 96.0

3613 64.00 52 AV52 41 3.3 148 55 96.0

STD 1 0.1 8 5 0.1

MAX 43 3.5 167 65 96.2MIN 37 3.0 136 45 96.0

3667 65.00 54 AV54 41 3.3 151 58 96.0STD 1 0.1 6 7 0.1

MAX 43 3.5 162 76 96.2MIN 39 3.1 140 45 96.0

3718 66.00 51 AV51 39 3.2 133 52 96.0STD 1 0.1 5 5 0.0

MAX 42 3.4 143 64 96.2MIN 37 3.0 123 44 96.0

3760 67.00 42 AV42 44 3.5 152 52 96.1

STD 2 0.2 11 7 0.1MAX 47 3.8 170 66 96.2MIN 38 3.1 126 41 96.0

3801 68.00 41 AV41 43 3.5 156 48 96.1STD 1 0.1 10 5 0.0

MAX 47 3.8 173 67 96.2MIN 40 3.3 137 41 96.0

3825 69.00 24 AV24 44 3.6 169 52 96.2STD 2 0.1 4 3 0.0

MAX 46 3.7 182 58 96.3

MIN 39 3.2 165 48 96.2

3869 70.00 44 AV44 44 3.6 173 52 96.2STD 2 0.2 4 5 0.0

MAX 47 3.8 180 61 96.3MIN 35 2.9 158 41 96.2

3922 71.00 53 AV53 33 2.7 139 49 95.8STD 3 0.3 18 5 1.5

MAX 41 3.3 181 61 96.8

MIN 26 2.1 105 43 88.1

3974 72.00 52 AV52 36 2.9 142 45 96.1

STD 1 0.1 9 3 0.1MAX 40 3.2 168 57 96.5MIN 33 2.7 124 40 96.0

4023 73.00 49 AV49 37 3.0 143 46 96.1STD 1 0.1 9 3 0.1

MAX 40 3.3 165 58 96.2MIN 32 2.6 128 43 96.0

4076 74.00 53 AV53 38 3.1 148 45 96.1

STD 1 0.1 7 2 0.1

MAX 43 3.5 165 53 96.2MIN 34 2.7 130 40 96.0

4126 75.00 50 AV50 39 3.1 148 44 96.1STD 2 0.1 6 2 0.1

MAX 47 3.8 160 48 96.2MIN 36 2.9 136 31 96.0

4181 76.00 55 AV55 38 3.1 143 46 96.1STD 1 0.1 9 1 0.1

MAX 41 3.3 158 50 96.2MIN 36 2.9 129 43 96.0

4236 77.00 55 AV55 37 3.0 136 42 96.1STD 1 0.1 9 3 0.1

MAX 39 3.2 155 48 96.2

MIN 33 2.7 120 36 96.0

4300 78.00 64 AV64 35 2.9 128 39 96.2

STD 1 0.1 6 2 0.1MAX 39 3.2 143 43 96.3MIN 33 2.7 116 35 96.0

Page 5 of7


19/156




STD 3 0.2 12 2 0.1MAX 43 3.4 161 44 96.3

MIN 32 2.6 107 35 96.0

4406 80.00 48 AV48 41 3.3 151 45 96.1

STD 1 0.1 7 3 0.1

MAX 48 3.9 164 48 96.2MIN 39 3.1 133 32 96.0

4451 81.00 45 AV45 36 2.9 158 38 96.0STD 4 0.3 18 3 0.4

MAX 45 3.6 196 46 96.6MIN 28 2.2 119 32 94.2

4491 82.00 40 AV40 42 3.4 186 44 96.1STD 2 0.2 11 4 0.0

MAX 46 3.8 208 56 96.2MIN 38 3.1 164 39 96.0

4528 83.00 37 AV37 45 3.6 192 48 96.1

STD 2 0.2 11 4 0.0MAX 48 3.9 210 58 96.3MIN 39 3.2 163 40 96.0

4566 84.00 38 AV38 40 3.3 168 45 96.1STD 2 0.1 7 4 0.0

MAX 43 3.5 183 57 96.2MIN 33 2.7 154 38 96.0

4605 85.00 39 AV39 39 3.2 158 42 96.1STD 2 0.2 9 3 0.0

MAX 43 3.4 178 50 96.2

MIN 36 2.9 142 33 96.0

4643 86.00 38 AV35 36 2.9 150 41 96.0STD 1 0.1 7 7 0.0

MAX 38 3.1 159 51 96.2MIN 35 2.8 120 9 96.0

4685 87.00 42 AV42 36 2.9 144 40 96.0STD 1 0.1 7 4 0.1

MAX 40 3.2 162 51 96.2

MIN 33 2.7 128 35 96.0

4726 88.00 41 AV41 37 3.0 153 40 96.0

STD 1 0.1 5 2 0.0MAX 43 3.4 161 44 96.0MIN 35 2.8 144 31 96.0

4768 89.00 42 AV41 37 3.0 154 49 96.0STD 1 0.1 4 4 0.0

MAX 38 3.1 163 57 96.2MIN 33 2.6 144 41 96.0

4809 90.00 41 AV41 39 3.2 180 52 96.1

STD 1 0.1 7 5 0.0

MAX 43 3.5 197 64 96.2MIN 36 2.9 163 43 96.0

4853 91.00 44 AV43 35 2.8 154 51 96.3STD 3 0.2 17 3 0.3

MAX 41 3.3 188 59 96.9MIN 30 2.4 125 47 95.2

4897 92.00 44 AV44 31 2.5 139 52 96.3STD 2 0.1 13 3 0.0

MAX 38 3.1 177 61 96.6MIN 29 2.4 119 47 96.2

4942 93.00 45 AV45 33 2.6 142 53 96.2STD 2 0.2 10 4 0.1

MAX 37 3.0 164 61 96.3

MIN 30 2.4 125 46 96.0

4982 94.00 40 AV40 38 3.1 171 53 96.0

STD 2 0.1 9 2 0.0MAX 41 3.3 191 59 96.2MIN 35 2.8 154 50 96.0

Page 6 of7


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STD 2 0.1 9 2 0.0MAX 42 3.4 189 62 96.2

MIN 35 2.8 156 52 96.0

5061 96.00 39 AV39 40 3.2 172 57 96.1

STD 2 0.1 8 2 0.1

MAX 44 3.5 193 62 96.2MIN 34 2.7 155 54 96.0

5098 97.00 37 AV37 41 3.3 179 56 96.1STD 1 0.1 7 2 0.0

MAX 44 3.6 193 60 96.2MIN 39 3.1 164 53 96.0

5133 98.00 35 AV35 40 3.3 180 55 96.1STD 1 0.1 7 2 0.0

MAX 43 3.5 197 61 96.2MIN 38 3.1 164 52 96.0

5167 99.00 34 AV34 41 3.3 177 54 96.2

STD 1 0.1 7 1 0.0MAX 43 3.5 191 58 96.2MIN 38 3.1 158 52 96.2

5201 100.00 34 AV34 42 3.4 188 54 96.1STD 2 0.1 4 2 0.0

MAX 46 3.7 196 61 96.2MIN 37 3.0 180 48 96.0

Page 7 of7


21/156


Blows per Minute







0

EMX (k-ft)

0

ETR ((%))

0

RTL (kips)

0

BPM (**)

0

BLC (blows/ft)

0

Pe

net

rat

ion

ft

20

40

60

80

100

120

3 6 9 12 100 200 300 400 30 60 90 120

25 50 75 100 30 60 90 120


22/156










6 2.00 5 AV6 21 1.7 13 0 100.7

STD 6 0.5 8 0 4.5

MAX 31 2.5 26 0 107.1MIN 13 1.1 0 -1 92.6

15 3.00 9 AV8 21 1.7 14 0 92.7STD 3 0.3 12 0 23.0

MAX 26 2.1 36 0 105.4MIN 16 1.3 0 0 32.0

19 4.00 4 AV4 20 1.6 13 0 99.9STD 4 0.3 7 0 5.4

MAX 25 2.0 25 0 106.2MIN 16 1.3 8 0 91.3

23 5.00 4 AV4 16 1.3 7 0 101.4STD 2 0.2 3 0 0.7

MAX 19 1.5 11 0 102.2

MIN 13 1.0 5 0 100.7

27 6.00 4 AV4 20 1.6 14 0 100.4STD 2 0.2 5 0 1.0

MAX 23 1.8 22 0 102.0MIN 16 1.3 9 0 99.5

31 7.00 4 AV4 26 2.1 16 0 99.2

STD 5 0.4 4 0 1.1MAX 33 2.6 22 0 100.3

MIN 20 1.6 12 0 97.6

39 8.00 8 AV8 37 3.0 28 -3 97.0STD 2 0.1 3 9 0.5

MAX 40 3.2 32 0 97.9MIN 34 2.8 23 -27 96.3

48 9.00 9 AV8 22 1.8 30 0 98.4

STD 7 0.6 1 0 1.1MAX 32 2.6 32 0 100.0MIN 12 1.0 29 0 96.8

73 10.00 25 AV25 23 1.8 48 6 97.2

STD 5 0.4 11 8 0.9MAX 38 3.1 69 25 99.0MIN 15 1.2 33 0 95.7

108 11.00 35 AV35 26 2.1 82 23 96.3STD 3 0.2 11 6 0.3

MAX 33 2.7 103 36 96.8MIN 21 1.7 65 0 95.8

170 12.00 62 AV62 26 2.1 98 22 96.2

STD 1 0.1 3 4 0.2

MAX 30 2.4 105 30 96.5MIN 23 1.9 91 13 95.4

234 13.00 64 AV64 29 2.3 106 26 96.0STD 2 0.1 4 5 0.1

MAX 32 2.6 117 40 96.3MIN 24 1.9 98 14 95.8

299 14.00 65 AV65 29 2.4 108 27 96.0STD 1 0.1 4 5 0.1

MAX 33 2.7 119 40 96.3MIN 27 2.2 100 15 95.8

376 15.00 77 AV77 32 2.6 127 26 96.0STD 2 0.1 5 7 0.1

MAX 35 2.9 137 43 96.2

MIN 28 2.2 113 14 95.8

Page 1 of7


23/156




455 16.00 79 AV79 33 2.7 134 22 96.1STD 1 0.1 4 5 0.1

MAX 37 3.0 143 39 96.2

MIN 30 2.5 125 16 96.0

534 17.00 79 AV79 34 2.7 132 26 96.1

STD 1 0.1 4 6 0.1

MAX 38 3.1 146 42 96.2MIN 30 2.5 119 16 96.0

602 18.00 68 AV68 35 2.8 124 35 96.0STD 1 0.1 4 7 0.1

MAX 37 3.0 135 55 96.2MIN 31 2.5 115 21 96.0

664 19.00 62 AV62 38 3.1 135 31 96.0STD 2 0.1 3 6 0.1

MAX 42 3.4 142 48 96.2MIN 35 2.8 127 22 95.8

728 20.00 64 AV64 37 3.0 123 41 96.0

STD 3 0.2 8 12 0.1MAX 41 3.3 135 61 96.2MIN 28 2.2 98 13 95.5

794 21.00 66 AV66 31 2.5 96 26 96.2STD 2 0.1 9 6 0.1

MAX 34 2.8 113 37 96.5MIN 26 2.1 75 13 95.7

847 22.00 53 AV52 31 2.5 95 17 96.1STD 2 0.1 9 6 0.1

MAX 34 2.8 110 31 96.5

MIN 27 2.2 74 9 95.8

904 23.00 57 AV57 31 2.5 105 23 96.1STD 2 0.2 8 8 0.1

MAX 36 2.9 127 45 96.5MIN 27 2.2 87 10 95.8

965 24.00 61 AV61 35 2.8 116 28 96.0STD 3 0.2 9 8 0.1

MAX 39 3.2 134 46 96.3

MIN 29 2.3 97 8 95.7

1009 25.00 44 AV44 36 2.9 105 27 96.0

STD 1 0.1 5 4 0.1MAX 39 3.2 115 38 96.2MIN 34 2.8 97 19 95.8

1053 26.00 44 AV44 36 3.0 109 27 96.1STD 1 0.1 5 5 0.1

MAX 39 3.2 119 41 96.3MIN 33 2.7 100 16 96.0

1103 27.00 50 AV50 37 3.0 112 23 96.1

STD 1 0.1 4 7 0.1

MAX 41 3.3 129 44 96.2MIN 35 2.8 102 10 96.0

1156 28.00 53 AV53 38 3.1 112 17 96.1STD 1 0.1 5 7 0.1

MAX 41 3.3 122 36 96.3MIN 34 2.7 101 10 96.0

1220 29.00 64 AV64 40 3.2 115 11 96.1STD 1 0.1 4 2 0.1

MAX 41 3.4 125 19 96.3MIN 36 3.0 105 7 96.0

1286 30.00 66 AV66 39 3.2 134 14 96.0STD 2 0.2 7 8 0.4

MAX 41 3.3 152 56 96.2

MIN 30 2.4 120 8 93.6

1363 31.00 77 AV77 38 3.1 141 30 96.0

STD 2 0.1 7 11 0.1MAX 42 3.4 162 68 96.3MIN 34 2.8 128 17 95.8

Page 2 of7


24/156




STD 1 0.1 5 3 0.1MAX 39 3.1 148 33 96.2

MIN 34 2.7 123 19 96.0

1545 33.00 100 AV100 38 3.1 145 23 96.1

STD 1 0.1 6 3 0.0

MAX 41 3.3 157 41 96.2MIN 35 2.9 131 19 96.0

1635 34.00 90 AV90 39 3.2 150 23 96.1STD 1 0.1 5 2 0.1

MAX 42 3.4 159 31 96.3MIN 36 2.9 137 18 96.0

1710 35.00 75 AV75 40 3.2 148 26 96.1STD 1 0.1 5 2 0.1

MAX 43 3.5 160 33 96.3MIN 37 3.0 137 22 96.0

1780 36.00 70 AV70 39 3.2 155 30 96.2

STD 1 0.1 5 2 0.1MAX 43 3.5 172 34 96.3MIN 34 2.8 141 26 96.2

1845 37.00 65 AV65 40 3.3 155 30 96.2STD 1 0.1 5 2 0.1

MAX 44 3.6 165 37 96.3MIN 37 3.0 144 24 96.2

1903 38.00 58 AV58 40 3.2 145 28 96.2STD 1 0.1 5 3 0.1

MAX 42 3.4 156 41 96.3

MIN 38 3.1 136 22 96.2

1967 39.00 64 AV64 41 3.3 153 29 96.2STD 1 0.1 5 3 0.0

MAX 43 3.5 166 38 96.3MIN 37 3.0 138 20 96.2

2031 40.00 64 AV64 42 3.4 162 32 96.3STD 4 0.3 13 7 0.4

MAX 53 4.3 188 53 98.0

MIN 23 1.8 99 0 94.9

2098 41.00 67 AV67 29 2.4 141 39 96.3

STD 5 0.4 14 11 0.3MAX 38 3.1 164 71 97.2MIN 18 1.5 108 -6 95.7

2191 42.00 93 AV93 33 2.7 122 38 95.6STD 2 0.2 15 5 5.0

MAX 38 3.1 154 52 96.8MIN 28 2.3 99 26 48.0

2257 43.00 66 AV66 37 3.0 106 53 96.1

STD 3 0.2 6 8 0.1

MAX 44 3.5 117 69 96.5MIN 31 2.5 89 35 95.8

2320 44.00 63 AV63 39 3.2 105 63 96.1STD 2 0.2 6 3 0.1

MAX 45 3.6 118 73 96.2MIN 35 2.8 91 54 95.7

2390 45.00 70 AV70 39 3.1 106 62 96.0STD 1 0.1 5 3 0.1

MAX 42 3.4 116 72 96.2MIN 37 3.0 95 57 95.5

2473 46.00 83 AV83 36 2.9 95 59 96.1STD 1 0.1 5 8 0.2

MAX 39 3.1 106 73 96.5

MIN 32 2.6 82 44 95.7

2542 47.00 69 AV69 38 3.1 97 69 96.2

STD 4 0.3 8 13 0.1MAX 46 3.8 115 97 96.6MIN 28 2.3 80 46 95.8

Page 3 of7


25/156




STD 2 0.1 7 5 0.0MAX 50 4.0 133 96 96.6

MIN 42 3.4 101 75 96.0

2659 49.00 58 AV58 47 3.8 133 88 96.3

STD 1 0.1 5 4 0.1

MAX 50 4.1 142 100 96.6MIN 44 3.6 122 79 96.0

2716 50.00 57 AV57 46 3.7 132 84 96.2STD 7 0.5 15 24 0.3

MAX 53 4.3 147 101 96.5MIN 24 2.0 83 17 93.9

2760 51.00 44 AV44 38 3.1 140 35 96.2STD 3 0.2 12 3 0.1

MAX 44 3.5 163 47 96.5MIN 33 2.7 110 30 95.8

2804 52.00 44 AV44 37 3.0 139 37 96.2

STD 1 0.1 6 2 0.0MAX 40 3.3 152 41 96.3MIN 35 2.8 128 32 96.2

2850 53.00 46 AV46 37 3.0 135 37 96.2STD 1 0.1 6 2 0.1

MAX 39 3.2 147 40 96.3MIN 34 2.8 122 34 96.2

2897 54.00 47 AV47 37 3.0 129 36 96.2STD 1 0.1 5 2 0.0

MAX 39 3.2 141 40 96.3

MIN 33 2.7 119 33 96.2

2941 55.00 44 AV44 37 3.0 127 34 96.2STD 1 0.1 3 1 0.0

MAX 39 3.2 133 37 96.3MIN 35 2.8 118 31 96.2

2985 56.00 44 AV44 35 2.9 122 33 96.2STD 1 0.1 5 1 0.0

MAX 38 3.0 132 37 96.3

MIN 32 2.6 109 31 96.2

3026 57.00 41 AV41 35 2.9 121 32 96.2

STD 1 0.1 4 1 0.0MAX 37 3.0 129 34 96.3MIN 33 2.7 111 29 96.2

3066 58.00 40 AV40 37 3.0 131 32 96.2STD 1 0.1 5 1 0.0

MAX 39 3.1 141 35 96.3MIN 34 2.7 117 29 96.2

3111 59.00 45 AV45 38 3.1 140 34 96.2

STD 1 0.1 4 1 0.1

MAX 40 3.2 150 37 96.8MIN 35 2.9 129 30 95.8

3167 60.00 56 AV55 35 2.9 132 32 95.9STD 6 0.4 18 5 1.4

MAX 40 3.3 154 38 96.8MIN 20 1.6 85 17 87.7

3231 61.00 64 AV64 31 2.5 112 32 96.4STD 2 0.2 11 3 0.1

MAX 37 3.0 141 41 96.6MIN 26 2.1 95 26 96.2

3286 62.00 55 AV55 35 2.8 127 34 96.3STD 1 0.1 6 2 0.0

MAX 38 3.1 141 39 96.5

MIN 33 2.7 112 29 96.2

3332 63.00 46 AV46 37 3.0 135 34 96.3

STD 1 0.1 3 2 0.0MAX 39 3.2 144 39 96.5MIN 35 2.8 127 32 96.2

Page 4 of7


26/156




STD 1 0.1 5 2 0.0MAX 40 3.3 139 39 96.5

MIN 36 2.9 120 31 96.3

3413 65.00 35 AV35 37 3.0 121 35 96.4

STD 1 0.1 4 2 0.1

MAX 41 3.3 132 40 96.5MIN 35 2.8 113 30 96.3

3448 66.00 35 AV35 37 3.0 122 37 96.4STD 1 0.1 4 3 0.0

MAX 38 3.1 131 48 96.5MIN 35 2.8 115 32 96.3

3483 67.00 35 AV35 36 2.9 122 40 96.4STD 1 0.1 5 3 0.1

MAX 38 3.1 131 48 96.5MIN 34 2.7 113 36 96.3

3513 68.00 30 AV30 36 2.9 121 42 96.4

STD 1 0.1 4 2 0.1MAX 39 3.1 132 48 96.5MIN 34 2.8 115 38 96.3

3543 69.00 30 AV30 37 3.0 122 40 96.4STD 1 0.1 4 2 0.1

MAX 39 3.2 130 44 96.5MIN 34 2.8 114 38 96.3

3572 70.00 29 AV29 37 3.0 118 39 96.5STD 3 0.2 8 3 0.2

MAX 40 3.2 130 44 96.6

MIN 25 2.1 85 26 95.5

3592 71.00 20 AV20 40 3.2 117 30 96.8STD 5 0.4 16 3 0.1

MAX 46 3.7 151 35 97.1MIN 26 2.1 83 25 96.6

3607 72.00 15 AV15 40 3.3 138 37 96.8STD 2 0.1 6 2 0.2

MAX 44 3.5 150 41 97.1

MIN 38 3.0 127 34 96.5

3626 73.00 19 AV19 38 3.1 122 36 96.7

STD 2 0.1 7 3 0.3MAX 41 3.3 136 42 97.4MIN 33 2.7 110 31 96.3

3649 74.00 23 AV22 37 3.0 123 39 96.6STD 2 0.1 5 3 0.1

MAX 41 3.3 132 50 96.8MIN 34 2.8 111 34 96.5

3672 75.00 23 AV23 36 2.9 125 40 96.6

STD 2 0.1 6 3 0.1

MAX 39 3.1 139 50 96.8MIN 32 2.6 114 35 96.5

3696 76.00 24 AV24 36 2.9 132 40 96.6STD 1 0.1 10 2 0.1

MAX 39 3.1 153 45 96.8MIN 34 2.7 115 35 96.5

3719 77.00 23 AV23 37 3.0 139 40 96.5STD 2 0.1 9 3 0.1

MAX 41 3.3 153 47 96.6MIN 35 2.8 118 36 96.3

3750 78.00 31 AV31 38 3.0 158 46 96.4STD 1 0.1 5 2 0.1

MAX 39 3.2 165 51 96.6

MIN 36 2.9 148 43 96.2

3784 79.00 34 AV34 36 2.9 143 42 96.3

STD 1 0.1 11 4 0.0MAX 38 3.1 162 54 96.5MIN 33 2.7 118 36 96.2

Page 5 of7


27/156




STD 1 0.1 7 6 0.0MAX 40 3.2 150 64 96.3

MIN 34 2.7 120 40 96.2

3859 81.00 40 AV40 34 2.7 122 42 96.3

STD 5 0.4 12 8 0.4

MAX 40 3.2 140 58 97.2MIN 24 1.9 93 28 94.9

3905 82.00 46 AV46 27 2.2 111 36 96.6STD 2 0.2 5 6 0.2

MAX 32 2.6 120 47 97.1MIN 21 1.7 97 6 96.3

3982 83.00 77 AV77 27 2.2 114 36 96.3STD 3 0.2 7 3 0.2

MAX 31 2.5 131 45 96.8MIN 22 1.8 101 32 96.0

4059 84.00 77 AV77 32 2.6 135 38 96.0

STD 1 0.1 5 2 0.1MAX 36 2.9 148 47 96.2MIN 30 2.4 120 34 95.8

4121 85.00 62 AV62 38 3.1 160 41 96.0STD 1 0.1 6 2 0.1

MAX 40 3.3 174 45 96.0MIN 34 2.8 143 37 95.8

4169 86.00 48 AV48 38 3.0 158 39 96.0STD 1 0.1 6 2 0.0

MAX 40 3.2 168 45 96.2

MIN 35 2.8 138 35 96.0

4219 87.00 50 AV50 37 3.0 157 40 96.1STD 1 0.1 7 2 0.1

MAX 41 3.3 175 46 96.2MIN 35 2.9 142 35 96.0

4262 88.00 43 AV43 38 3.1 159 43 96.2STD 1 0.1 7 2 0.0

MAX 40 3.3 177 49 96.3

MIN 36 2.9 148 38 96.2

4296 89.00 34 AV34 39 3.2 172 45 96.2

STD 1 0.1 11 2 0.0MAX 41 3.3 191 51 96.3MIN 36 2.9 151 41 96.2

4331 90.00 35 AV34 37 3.0 163 44 96.2STD 2 0.1 10 3 0.0

MAX 42 3.4 185 51 96.3MIN 34 2.7 144 36 96.2

4361 91.00 30 AV30 47 3.8 173 48 96.0

STD 3 0.2 18 5 0.9

MAX 52 4.2 205 59 96.5MIN 40 3.2 119 35 92.7

4385 92.00 24 AV24 45 3.7 177 57 96.3STD 2 0.1 9 5 0.1

MAX 48 3.9 194 68 96.5MIN 41 3.3 156 49 96.3

4411 93.00 26 AV26 44 3.6 175 54 96.3STD 1 0.1 8 3 0.1

MAX 47 3.8 192 64 96.5MIN 43 3.5 158 49 96.2

4439 94.00 28 AV28 45 3.6 178 59 96.3STD 1 0.1 8 3 0.0

MAX 47 3.8 193 65 96.3

MIN 42 3.4 162 52 96.3

4471 95.00 32 AV32 45 3.6 178 62 96.3

STD 1 0.1 8 3 0.0MAX 47 3.8 193 69 96.5MIN 41 3.4 163 56 96.2

Page 6 of7


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STD 2 0.1 7 2 0.1MAX 49 3.9 194 68 96.5

MIN 42 3.4 162 55 96.2

4545 97.00 39 AV39 46 3.7 180 67 96.4

STD 1 0.1 7 4 0.0

MAX 48 3.9 194 74 96.5MIN 43 3.5 167 60 96.3

4585 98.00 40 AV40 47 3.8 186 60 96.4STD 1 0.1 8 4 0.1

MAX 50 4.1 202 71 96.5MIN 45 3.7 174 56 96.3

4631 99.00 46 AV46 48 3.9 189 59 96.5STD 1 0.1 6 2 0.1

MAX 51 4.2 201 64 96.6MIN 47 3.8 180 53 96.3

4675 100.00 44 AV44 47 3.8 185 56 96.5

STD 4 0.3 11 3 0.1MAX 50 4.0 195 63 96.8MIN 27 2.2 133 44 96.3

Page 7 of7


29/156

Test date: 1-Jun-2008

Blows per Minute







0

EMX (k-ft)

0

ETR ((%))

0

RTL (kips)

0

BPM (**)

0

BLC (blows/ft)

0

Pe

net

rat

ion

ft

20

40

60

80

100

120

3 6 9 12 100 200 300 400 30 60 90 120

25 50 75 100 30 60 90 120


30/156


SR-522 Cathcart Road Vicinity to US-2 Widening - H-52C-08 6.625x0.625x10 BPTOP: AK Test date: 1-Jun-2008








3 1.00 3 AV3 19 1.6 15 0 99.1

STD 1 0.1 1 0 0.6

MAX 20 1.6 16 0 99.7MIN 18 1.4 14 0 98.5

9 2.00 6 AV6 9 0.8 7 0 101.4STD 3 0.2 3 0 0.6

MAX 13 1.1 11 0 102.2MIN 5 0.4 2 0 100.7

12 3.00 3 AV3 4 0.3 0 0 105.1STD 1 0.1 1 0 0.5

MAX 5 0.4 1 0 105.8MIN 3 0.3 0 0 104.5

15 4.00 3 AV3 16 1.3 9 0 97.5STD 3 0.2 3 0 3.8

MAX 20 1.6 12 0 101.2

MIN 13 1.0 6 0 92.3

17 5.00 2 AV2 18 1.4 13 0 102.7STD 3 0.2 0 0 1.3

MAX 21 1.7 13 0 104.0MIN 15 1.2 13 0 101.4

19 6.00 2 AV2 22 1.8 15 0 101.4

STD 0 0.0 1 0 1.4MAX 23 1.8 16 0 102.7

MIN 22 1.8 13 0 100.0

21 7.00 2 AV2 26 2.1 17 -20 99.5STD 1 0.1 3 20 2.1

MAX 28 2.2 19 0 101.5MIN 25 2.0 14 -41 97.4

30 8.00 9 AV9 22 1.8 32 0 98.6

STD 8 0.6 5 0 0.7MAX 30 2.5 37 0 100.0MIN 9 0.7 21 0 97.2

50 9.00 20 AV20 30 2.4 57 16 95.5

STD 4 0.3 3 5 0.9MAX 42 3.4 64 26 96.5MIN 25 2.0 51 7 92.5

80 10.00 30 AV30 25 2.0 42 4 96.7STD 3 0.3 8 7 0.4

MAX 30 2.4 58 16 97.4MIN 19 1.5 32 -4 95.8

108 11.00 28 AV28 22 1.8 48 5 96.4

STD 2 0.2 7 4 0.3

MAX 27 2.2 57 14 97.1MIN 19 1.5 36 -3 95.8

175 12.00 67 AV67 26 2.1 77 20 96.0STD 3 0.3 10 4 0.2

MAX 32 2.6 91 28 96.5MIN 19 1.5 53 8 95.5

233 13.00 58 AV58 32 2.6 86 20 95.8STD 2 0.2 6 5 0.2

MAX 36 2.9 97 30 96.5MIN 28 2.3 61 9 95.1

270 14.00 37 AV37 33 2.7 56 4 95.8STD 2 0.1 5 4 0.1

MAX 36 2.9 68 12 96.2

MIN 30 2.5 48 -3 95.5

Page 1 of3


31/156




318 15.00 48 AV47 36 2.9 96 24 95.7STD 2 0.1 11 6 0.1

MAX 38 3.1 111 43 95.8

MIN 30 2.5 67 12 95.5

380 16.00 62 AV62 36 3.0 113 36 95.9

STD 2 0.1 8 8 0.0

MAX 41 3.3 126 55 96.0MIN 34 2.8 97 24 95.7

454 17.00 74 AV73 37 3.0 126 40 95.9STD 1 0.1 6 7 0.1

MAX 40 3.2 140 58 96.2MIN 34 2.8 115 29 95.8

557 18.00 103 AV103 39 3.2 148 48 96.1STD 1 0.1 5 9 0.1

MAX 46 3.7 158 66 96.3MIN 36 2.9 133 31 96.0

657 19.00 100 AV100 40 3.3 154 44 96.3

STD 1 0.1 4 4 0.0MAX 43 3.5 164 56 96.5MIN 38 3.1 147 35 96.2

721 20.00 64 AV64 38 3.1 132 37 96.1STD 7 0.5 19 7 0.2

MAX 44 3.5 159 47 97.6MIN 12 1.0 82 17 95.8

754 21.00 33 AV33 37 3.0 105 42 95.9STD 6 0.5 7 4 0.2

MAX 46 3.7 119 48 96.3

MIN 23 1.9 87 34 95.2

777 22.00 23 AV23 38 3.1 85 32 96.3STD 2 0.2 11 6 0.2

MAX 41 3.3 106 42 96.6MIN 34 2.7 71 17 96.0

794 23.00 17 AV17 36 2.9 72 16 96.4STD 2 0.2 3 6 0.1

MAX 40 3.2 79 29 96.6

MIN 32 2.6 68 9 96.2

836 24.00 42 AV42 40 3.3 132 38 96.0

STD 4 0.3 34 15 0.2MAX 46 3.7 166 57 96.3MIN 33 2.7 68 5 95.7

926 25.00 90 AV90 46 3.7 147 32 96.0STD 2 0.1 16 8 0.1

MAX 50 4.0 167 50 96.2MIN 40 3.3 111 17 95.8

973 26.00 47 AV45 42 3.4 109 30 96.0

STD 2 0.2 9 11 0.0

MAX 46 3.7 126 51 96.2MIN 37 3.0 86 9 95.8

1025 27.00 52 AV52 43 3.5 133 56 96.1STD 2 0.1 10 7 0.1

MAX 47 3.8 149 71 96.3MIN 40 3.3 102 38 96.0

1068 28.00 43 AV43 43 3.5 130 55 96.2STD 1 0.1 6 10 0.0

MAX 45 3.7 143 68 96.3MIN 40 3.3 115 30 96.2

1114 29.00 46 AV46 42 3.4 129 52 96.2STD 1 0.1 7 10 0.0

MAX 45 3.6 146 68 96.3

MIN 38 3.1 113 31 96.0

1167 30.00 53 AV52 40 3.3 140 57 96.2

STD 5 0.4 10 12 0.1MAX 45 3.6 158 73 96.8MIN 19 1.6 110 22 96.2

Page 2 of3


32/156



BL# depth BLC TYPE ETR EMX RTL SFT BPMend ft bl/ft (%) k-ft kips kips **1667 30.50 1,000 AV498 42 3.4 223 89 96.4

STD 3 0.2 18 10 0.0MAX 49 4.0 249 112 96.8

MIN 31 2.5 171 52 95.5

Page 3 of3


33/156

Test date: 2-Jun-2008

Blows per Minute







0

EMX (k-ft)

0

ETR ((%))

0

RTL (kips)

0

BPM (**)

0

BLC (blows/ft)

0

Pe

net

rat

ion

ft

20

40

60

80

100

120

3 6 9 12 100 200 300 400 30 60 90 120

25 50 75 100 30 60 90 120


34/156










8 1.00 8 AV8 38 3.1 46 -9 96.9

STD 3 0.3 5 14 0.3

MAX 45 3.6 56 0 97.4MIN 35 2.8 41 -39 96.3

25 2.00 17 AV17 30 2.4 47 -3 96.5STD 5 0.4 4 6 0.5

MAX 42 3.4 58 0 97.6MIN 20 1.6 41 -22 95.7

52 3.00 27 AV27 27 2.2 54 -3 96.3STD 6 0.5 10 5 0.4

MAX 40 3.3 85 0 96.8MIN 19 1.6 44 -15 94.9

98 4.00 46 AV46 24 1.9 63 2 96.3STD 3 0.2 9 5 0.3

MAX 32 2.6 82 19 96.9

MIN 18 1.5 51 -6 95.7

147 5.00 49 AV49 28 2.3 85 -6 95.8STD 3 0.2 5 6 0.1

MAX 35 2.9 96 2 96.2MIN 21 1.7 75 -29 95.5

206 6.00 59 AV59 27 2.2 91 -2 95.0

STD 1 0.1 6 5 6.2MAX 30 2.4 103 16 96.0

MIN 25 2.0 77 -16 47.9

272 7.00 66 AV66 29 2.3 95 -6 95.0STD 2 0.1 5 7 5.8

MAX 33 2.7 107 8 96.0MIN 26 2.1 85 -32 47.9

335 8.00 63 AV63 27 2.2 87 -3 95.8

STD 1 0.1 4 5 0.0MAX 30 2.4 98 10 95.8MIN 24 2.0 79 -20 95.7

395 9.00 60 AV60 30 2.5 97 -8 95.8

STD 2 0.2 6 7 0.1MAX 34 2.8 108 7 96.2MIN 26 2.1 80 -29 95.4

460 10.00 65 AV65 32 2.6 105 -8 95.8STD 2 0.1 3 12 0.1

MAX 37 3.0 111 32 96.0MIN 29 2.3 99 -29 95.4

572 11.00 112 AV112 26 2.1 98 20 96.6

STD 2 0.2 4 4 0.3

MAX 32 2.6 107 38 97.2MIN 21 1.7 89 5 96.2

680 12.00 108 AV108 27 2.2 109 19 96.3STD 2 0.1 6 4 0.1

MAX 32 2.6 122 29 96.8MIN 23 1.9 98 13 95.8

771 13.00 91 AV91 31 2.5 113 16 96.1STD 1 0.1 3 3 0.1

MAX 35 2.8 121 28 96.3MIN 28 2.2 107 11 95.8

865 14.00 94 AV94 30 2.4 111 20 96.3STD 1 0.1 4 3 0.2

MAX 35 2.8 118 32 96.9

MIN 27 2.2 100 14 95.7

Page 1 of4


35/156




977 15.00 112 AV112 30 2.5 118 21 96.2STD 1 0.1 4 3 0.1

MAX 33 2.7 130 27 96.5

MIN 27 2.2 107 13 96.2

1167 16.00 190 AV190 31 2.5 154 25 96.2

STD 2 0.1 14 3 0.0

MAX 37 3.0 175 34 96.3MIN 27 2.2 121 13 95.8

1311 17.00 144 AV144 35 2.8 147 21 96.1STD 1 0.1 9 2 0.1

MAX 37 3.0 166 29 96.3MIN 31 2.5 127 16 95.7

1381 18.00 70 AV70 35 2.8 105 14 96.1STD 1 0.1 14 3 0.1

MAX 37 3.0 135 23 96.5MIN 31 2.5 73 6 96.0

1436 19.00 55 AV55 34 2.8 115 21 96.1

STD 1 0.1 20 5 0.1MAX 39 3.1 140 31 96.3MIN 32 2.6 76 7 95.7

1516 20.00 80 AV80 38 3.0 143 22 96.0STD 2 0.2 6 2 1.3

MAX 42 3.4 157 30 96.3MIN 33 2.7 114 19 84.5

1588 21.00 72 AV72 33 2.7 127 32 95.8STD 4 0.3 15 11 1.4

MAX 40 3.2 152 63 96.9

MIN 21 1.7 90 14 87.1

1723 22.00 135 AV135 41 3.3 159 43 95.9STD 4 0.3 12 6 0.1

MAX 47 3.8 176 59 96.3MIN 32 2.6 131 33 95.7

1859 23.00 136 AV136 46 3.7 172 47 96.3STD 2 0.1 5 8 0.2

MAX 50 4.1 186 70 96.6

MIN 43 3.5 158 35 96.2

1938 24.00 79 AV79 47 3.8 175 64 96.5

STD 2 0.2 7 9 0.2MAX 52 4.2 198 84 97.1MIN 43 3.5 162 41 96.2

2024 25.00 86 AV86 50 4.0 211 71 96.8STD 2 0.2 6 11 0.1

MAX 57 4.6 223 90 97.1MIN 46 3.7 197 47 96.5

2113 26.00 89 AV89 50 4.1 203 69 96.8

STD 1 0.1 4 6 0.1

MAX 53 4.3 214 83 97.1MIN 46 3.7 196 54 96.5

2172 27.00 59 AV59 49 4.0 186 79 96.6STD 1 0.1 9 5 0.1

MAX 53 4.3 207 90 96.8MIN 47 3.8 170 68 96.3

2203 28.00 31 AV31 48 3.9 152 63 96.4STD 2 0.1 15 14 0.1

MAX 52 4.2 176 80 96.6MIN 45 3.6 126 36 96.2

2220 29.00 17 AV17 47 3.8 112 27 96.3STD 1 0.1 11 6 0.1

MAX 50 4.0 126 40 96.5

MIN 44 3.6 92 16 96.3

2239 30.00 19 AV19 43 3.4 81 16 96.7

STD 6 0.5 7 6 0.4MAX 47 3.8 94 27 96.9MIN 19 1.5 70 0 95.2

Page 2 of4


36/156




STD 5 0.4 7 16 0.5MAX 32 2.6 86 42 99.2

MIN 15 1.2 55 0 97.1

2283 32.00 24 AV24 25 2.0 60 8 97.9

STD 3 0.2 4 15 0.3

MAX 30 2.4 65 45 98.7MIN 19 1.6 46 0 97.4

2306 33.00 23 AV23 24 2.0 54 1 98.0STD 1 0.1 4 4 0.2

MAX 27 2.2 60 20 98.5MIN 21 1.7 49 0 97.6

2325 34.00 19 AV19 27 2.2 51 3 98.1STD 4 0.3 3 5 0.3

MAX 36 2.9 57 15 98.4MIN 23 1.8 46 0 97.2

2344 35.00 19 AV19 26 2.1 48 2 98.0

STD 1 0.1 2 6 0.2MAX 27 2.2 52 20 98.4MIN 24 1.9 43 -6 97.7

2365 36.00 21 AV21 25 2.1 55 4 97.7STD 1 0.1 4 9 0.2

MAX 28 2.2 62 31 98.0MIN 23 1.9 49 -7 97.4

2390 37.00 25 AV25 25 2.0 66 4 97.4STD 1 0.1 2 8 0.1

MAX 26 2.1 73 19 97.6

MIN 22 1.7 62 -13 97.2

2413 38.00 23 AV23 24 1.9 70 11 97.4STD 1 0.1 3 10 0.1

MAX 26 2.1 73 36 97.7MIN 22 1.8 62 -8 97.1

2437 39.00 24 AV24 27 2.2 80 19 97.0STD 2 0.2 5 13 0.2

MAX 31 2.5 89 49 97.4

MIN 22 1.8 74 0 96.6

2462 40.00 25 AV23 33 2.7 82 28 96.4

STD 3 0.2 6 12 0.8MAX 40 3.3 92 58 96.9MIN 29 2.4 60 0 93.3

2485 41.00 23 AV23 34 2.8 105 51 96.6STD 4 0.3 8 4 0.2

MAX 44 3.6 118 59 96.9MIN 29 2.4 89 46 96.0

2519 42.00 34 AV33 32 2.6 100 57 96.6

STD 6 0.5 12 7 0.3

MAX 42 3.4 126 76 97.2MIN 23 1.9 78 42 96.2

2551 43.00 32 AV32 40 3.2 116 67 96.2STD 1 0.1 5 5 0.0

MAX 43 3.5 128 76 96.3MIN 37 3.0 105 57 96.2

2583 44.00 32 AV32 40 3.2 113 61 96.2STD 2 0.1 6 5 0.0

MAX 43 3.4 125 74 96.3MIN 37 3.0 103 53 96.2

2615 45.00 32 AV32 38 3.1 111 54 96.2STD 2 0.1 8 3 0.1

MAX 41 3.3 123 60 96.5

MIN 35 2.8 96 48 96.0

2652 46.00 37 AV37 41 3.3 128 61 96.1

STD 1 0.1 6 6 0.1MAX 44 3.5 138 71 96.2MIN 38 3.1 108 50 96.0

Page 3 of4


37/156




STD 2 0.2 17 7 0.0MAX 43 3.5 147 74 96.3

MIN 35 2.8 89 48 96.2

2703 48.00 23 AV23 36 2.9 97 47 96.3

STD 1 0.1 5 5 0.1

MAX 37 3.0 108 59 96.5MIN 33 2.7 91 35 96.3

2725 49.00 22 AV22 36 3.0 100 45 96.3STD 1 0.1 3 6 0.1

MAX 39 3.2 108 58 96.5MIN 33 2.7 92 31 96.3

2760 50.00 35 AV35 40 3.2 120 59 96.1STD 3 0.2 12 8 0.1

MAX 44 3.6 140 69 96.3MIN 34 2.7 101 35 95.8

2804 51.00 44 AV44 34 2.7 121 41 96.2

STD 3 0.2 8 6 0.6MAX 39 3.2 145 54 96.9MIN 22 1.8 106 29 93.2

2899 52.00 95 AV95 38 3.1 152 46 96.0STD 2 0.2 15 5 0.1

MAX 43 3.5 177 58 96.3MIN 33 2.7 118 29 95.8

3014 53.00 115 AV115 41 3.3 161 47 96.0STD 1 0.1 9 5 0.1

MAX 45 3.6 176 64 96.0

MIN 37 3.0 131 35 95.8

3111 54.00 97 AV97 41 3.3 143 40 95.9STD 1 0.1 8 5 0.0

MAX 44 3.6 165 55 96.0MIN 36 2.9 119 30 95.8

3310 55.00 199 AV199 50 4.0 207 63 96.4STD 7 0.6 37 19 0.5

MAX 59 4.8 252 95 97.1

MIN 38 3.0 144 26 95.8

3615 56.00 305 AV305 54 4.4 235 75 96.8

STD 3 0.2 7 5 0.3MAX 61 4.9 253 89 100.0MIN 49 3.9 215 60 96.5

3953 57.00 338 AV338 52 4.2 229 70 96.7STD 1 0.1 5 5 0.2

MAX 55 4.5 242 84 97.1MIN 48 3.9 213 49 96.5

4228 58.00 275 AV275 52 4.2 225 54 96.8

STD 1 0.1 6 5 0.2

MAX 58 4.7 243 79 98.7MIN 48 3.9 210 44 96.6

4536 59.00 308 AV308 54 4.3 239 55 97.0STD 2 0.1 5 5 0.0

MAX 61 4.9 252 72 97.2MIN 50 4.0 228 43 96.8

4815 60.00 279 AV279 51 4.1 233 55 96.9STD 3 0.3 8 6 0.2

MAX 60 4.8 253 80 99.0MIN 22 1.8 162 44 96.5

5315 60.50 1,000 AV500 42 3.4 208 69 96.3STD 5 0.4 17 7 0.1

MAX 49 4.0 240 91 96.9

MIN 26 2.1 158 48 96.0

Page 4 of4


38/156


Blows per Minute







0

EMX (k-ft)

0

ETR ((%))

0

RTL (kips)

0

BPM (**)

0

BLC (blows/ft)

0

Pe

net

rat

ion

ft

20

40

60

80

100

120

3 6 9 12 100 200 300 400 30 60 90 120

25 50 75 100 30 60 90 120


39/156










15 1.00 15 AV15 38 3.1 58 -4 96.1

STD 8 0.6 16 9 1.4

MAX 54 4.3 81 10 97.9MIN 17 1.3 22 -29 91.9

85 2.00 70 AV70 23 1.9 86 0 96.2STD 4 0.3 7 5 0.4

MAX 32 2.6 97 9 97.1MIN 16 1.3 63 -13 94.6

165 3.00 80 AV76 27 2.2 95 5 96.0STD 1 0.1 5 5 0.1

MAX 31 2.5 106 22 96.5MIN 24 1.9 87 -5 95.7

248 4.00 83 AV81 27 2.2 98 19 96.2STD 3 0.2 5 12 0.2

MAX 35 2.8 112 43 96.6

MIN 23 1.9 90 -2 95.8

311 5.00 63 AV63 34 2.8 104 38 95.9STD 2 0.1 6 11 0.2

MAX 38 3.1 123 56 96.5MIN 30 2.5 95 3 95.4

381 6.00 70 AV70 35 2.8 111 37 95.9

STD 1 0.1 5 9 0.1MAX 38 3.1 126 61 96.0

MIN 32 2.6 102 18 95.8

453 7.00 72 AV71 36 2.9 117 46 96.0STD 1 0.1 5 10 0.2

MAX 40 3.2 130 65 96.5MIN 34 2.7 107 8 95.5

548 8.00 95 AV94 35 2.8 145 53 96.1

STD 1 0.1 8 12 0.1MAX 37 3.0 161 82 96.3MIN 32 2.6 127 23 96.0

631 9.00 83 AV83 35 2.8 140 39 96.1

STD 1 0.1 4 7 0.1MAX 38 3.1 149 57 96.2MIN 32 2.6 130 21 96.0

704 10.00 73 AV71 38 3.0 135 35 95.2STD 6 0.5 7 9 3.0

MAX 47 3.8 145 56 97.2MIN 14 1.1 96 0 78.6

772 11.00 68 AV66 36 2.9 133 43 96.0

STD 2 0.2 3 8 0.1

MAX 41 3.3 140 64 96.3MIN 32 2.6 127 29 95.5

829 12.00 57 AV55 40 3.3 139 51 96.0STD 2 0.1 3 7 0.1

MAX 44 3.6 147 65 96.3MIN 37 3.0 131 30 95.5

872 13.00 43 AV41 41 3.3 135 47 96.0STD 1 0.1 7 5 0.2

MAX 44 3.5 146 64 96.6MIN 39 3.1 120 38 95.5

920 14.00 48 AV48 38 3.1 106 29 96.0STD 1 0.1 7 8 0.1

MAX 42 3.4 120 43 96.5

MIN 35 2.8 94 16 95.7

Page 1 of7


40/156




970 15.00 50 AV48 36 2.9 103 34 96.1STD 1 0.1 4 6 0.1

MAX 38 3.1 109 46 96.2

MIN 35 2.8 93 20 96.0

1018 16.00 48 AV46 36 3.0 104 29 96.1

STD 1 0.1 2 6 0.1

MAX 38 3.1 109 48 96.3MIN 35 2.8 99 20 95.8

1065 17.00 47 AV45 36 2.9 102 25 96.1STD 2 0.1 4 4 0.1

MAX 41 3.4 109 34 96.3MIN 32 2.6 87 19 95.8

1110 18.00 45 AV45 39 3.1 96 22 96.0STD 2 0.2 2 4 0.0

MAX 43 3.5 100 30 96.2MIN 33 2.7 91 13 96.0

1156 19.00 46 AV44 40 3.2 99 29 96.0

STD 1 0.1 3 5 0.1MAX 42 3.4 106 41 96.2MIN 36 3.0 93 20 95.8

1192 20.00 36 AV36 37 3.0 98 28 96.1STD 4 0.3 3 7 0.2

MAX 41 3.3 107 54 96.9MIN 19 1.6 91 19 96.0

1232 21.00 40 AV40 45 3.6 112 47 96.0STD 5 0.4 16 12 0.2

MAX 52 4.2 139 69 96.3

MIN 34 2.8 72 28 95.5

1262 22.00 30 AV30 41 3.3 126 34 95.9STD 2 0.1 19 13 0.1

MAX 44 3.5 148 66 96.3MIN 37 3.0 81 17 95.7

1295 23.00 33 AV33 41 3.3 139 30 96.0STD 2 0.2 9 8 0.0

MAX 45 3.6 157 47 96.0

MIN 35 2.8 116 13 95.8

1330 24.00 35 AV35 41 3.3 112 33 96.0

STD 2 0.2 9 11 0.2MAX 45 3.7 128 63 96.6MIN 37 3.0 89 19 95.4

1365 25.00 35 AV35 45 3.6 80 66 96.0STD 2 0.2 8 7 0.4

MAX 48 3.9 96 81 96.6MIN 40 3.2 62 53 95.4

1400 26.00 35 AV35 46 3.7 80 61 96.0

STD 2 0.1 7 11 0.4

MAX 50 4.0 93 78 96.6MIN 43 3.5 68 34 95.4

1437 27.00 37 AV37 49 4.0 91 52 96.0STD 2 0.2 4 8 0.3

MAX 54 4.4 102 66 96.6MIN 44 3.6 82 34 95.4

1485 28.00 48 AV48 47 3.8 81 78 96.0STD 2 0.1 9 14 0.2

MAX 53 4.3 100 103 96.6MIN 44 3.5 68 52 95.4

1532 29.00 47 AV46 49 4.0 82 98 96.0STD 2 0.2 12 9 0.3

MAX 54 4.4 105 124 96.6

MIN 44 3.6 55 85 95.4

1576 30.00 44 AV44 52 4.2 88 96 96.1

STD 2 0.2 8 6 0.3MAX 57 4.6 108 106 96.6MIN 45 3.7 75 84 95.4

Page 2 of7


41/156




STD 5 0.4 14 28 5.2MAX 54 4.3 126 100 96.6

MIN 36 2.9 78 15 55.3

1693 32.00 57 AV57 40 3.2 120 27 96.0

STD 1 0.1 5 5 0.3

MAX 42 3.4 131 40 96.6MIN 38 3.0 111 15 95.4

1750 33.00 57 AV57 41 3.3 122 23 96.0STD 2 0.1 5 5 0.4

MAX 46 3.7 142 39 96.6MIN 38 3.1 112 16 95.4

1806 34.00 56 AV56 42 3.4 122 22 96.0STD 1 0.1 6 5 0.2

MAX 45 3.6 135 34 96.5MIN 39 3.1 107 15 95.7

1857 35.00 51 AV51 40 3.2 106 22 96.1

STD 1 0.1 9 3 0.3MAX 44 3.6 127 32 96.6MIN 37 3.0 89 16 95.4

1905 36.00 48 AV48 39 3.2 101 20 96.1STD 1 0.1 3 2 0.4

MAX 41 3.3 106 25 96.9MIN 37 3.0 96 16 95.4

1953 37.00 48 AV48 38 3.1 104 22 96.2STD 1 0.1 3 3 0.3

MAX 40 3.2 110 30 96.9

MIN 35 2.9 96 17 95.4

1996 38.00 43 AV43 38 3.1 113 25 96.2STD 1 0.1 7 3 0.3

MAX 40 3.3 127 35 96.9MIN 36 2.9 97 21 95.5

2047 39.00 51 AV51 38 3.1 125 29 96.2STD 1 0.1 6 3 0.2

MAX 40 3.2 137 37 96.6

MIN 35 2.9 109 24 95.7

2096 40.00 49 AV49 38 3.0 129 28 96.2

STD 1 0.1 6 2 0.0MAX 40 3.2 142 32 96.3MIN 31 2.5 116 25 96.2

2141 41.00 45 AV45 33 2.7 111 21 96.5STD 8 0.7 21 10 1.1

MAX 55 4.4 180 54 98.7MIN 15 1.2 65 0 92.2

2183 42.00 42 AV42 33 2.6 104 20 96.6

STD 1 0.1 6 1 0.2

MAX 34 2.8 115 24 97.2MIN 30 2.5 90 18 96.2

2231 43.00 48 AV48 33 2.6 116 21 96.4STD 1 0.1 7 5 0.1

MAX 36 2.9 131 53 96.6MIN 30 2.4 103 14 96.2

2280 44.00 49 AV49 35 2.8 118 25 96.2STD 1 0.1 4 6 0.1

MAX 38 3.1 127 43 96.5MIN 33 2.7 109 17 95.7

2330 45.00 50 AV50 35 2.8 123 30 96.1STD 1 0.1 5 8 0.2

MAX 38 3.0 136 50 96.5

MIN 30 2.4 115 17 95.4

2386 46.00 56 AV56 33 2.7 119 24 96.1

STD 2 0.1 5 8 0.1MAX 36 2.9 130 55 96.2MIN 29 2.3 109 14 95.8

Page 3 of7


42/156




STD 1 0.1 6 5 0.1MAX 36 2.9 141 42 96.2

MIN 31 2.5 113 19 95.8

2479 48.00 48 AV48 36 2.9 139 26 96.1

STD 1 0.0 5 3 0.1

MAX 38 3.0 149 40 96.3MIN 34 2.8 120 21 96.0

2523 49.00 44 AV44 35 2.9 134 29 96.1STD 1 0.1 8 5 0.0

MAX 37 3.0 146 55 96.2MIN 33 2.6 120 25 96.0

2567 50.00 44 AV44 31 2.5 113 30 96.3STD 1 0.1 5 8 0.1

MAX 33 2.7 124 59 96.5MIN 29 2.3 100 25 96.2

2595 51.00 28 AV28 38 3.1 98 23 96.1

STD 2 0.2 8 6 0.3MAX 43 3.5 113 37 96.6MIN 34 2.7 79 17 95.1

2627 52.00 32 AV32 38 3.0 97 22 96.2STD 2 0.2 7 2 0.1

MAX 41 3.3 113 27 96.3MIN 32 2.6 86 18 96.0

2655 53.00 28 AV28 39 3.1 99 25 96.2STD 1 0.1 5 2 0.0

MAX 41 3.3 112 31 96.3

MIN 35 2.8 90 22 96.0

2681 54.00 26 AV26 37 3.0 102 25 96.2STD 1 0.1 5 1 0.0

MAX 40 3.3 114 27 96.5MIN 33 2.7 92 22 96.2

2707 55.00 26 AV26 36 2.9 105 26 96.3STD 2 0.1 5 2 0.0

MAX 39 3.2 113 32 96.5

MIN 32 2.6 96 21 96.2

2745 56.00 38 AV38 35 2.9 116 30 96.1

STD 1 0.1 5 5 0.1MAX 37 3.0 126 46 96.3MIN 33 2.7 109 22 96.0

2790 57.00 45 AV45 37 3.0 123 26 96.0STD 1 0.1 4 3 0.1

MAX 40 3.2 132 37 96.2MIN 34 2.8 115 21 95.8

2833 58.00 43 AV43 39 3.1 127 25 96.1

STD 1 0.1 6 4 0.0

MAX 45 3.6 140 41 96.2MIN 36 2.9 115 11 96.0

2881 59.00 48 AV48 39 3.1 135 26 96.1STD 1 0.1 5 2 0.1

MAX 41 3.3 150 33 96.2MIN 37 3.0 124 22 96.0

2930 60.00 49 AV48 38 3.1 143 27 96.1STD 2 0.1 5 3 0.1

MAX 44 3.6 158 41 96.2MIN 31 2.5 135 21 96.0

2980 61.00 50 AV50 36 2.9 132 29 95.0STD 5 0.4 21 6 3.1

MAX 44 3.5 160 41 96.8

MIN 24 2.0 89 20 84.5

3030 62.00 50 AV50 33 2.7 122 28 96.2

STD 1 0.1 9 2 0.1MAX 36 2.9 144 38 96.3MIN 31 2.5 102 24 96.0

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STD 1 0.1 8 4 0.2MAX 33 2.7 129 52 96.6

MIN 29 2.4 98 25 96.2

3104 64.00 30 AV30 30 2.4 102 31 96.6

STD 1 0.1 4 3 0.1

MAX 32 2.6 110 43 96.8MIN 28 2.3 96 28 96.5

3138 65.00 34 AV34 31 2.5 103 31 96.5STD 1 0.1 3 6 0.1

MAX 32 2.6 110 58 96.6MIN 29 2.4 97 26 96.5

3170 66.00 32 AV32 30 2.4 102 27 96.6STD 1 0.1 3 9 0.1

MAX 33 2.6 109 33 96.9MIN 27 2.2 97 -12 96.5

3211 67.00 41 AV41 31 2.5 103 26 96.5

STD 1 0.1 3 2 0.3MAX 34 2.7 111 31 97.7MIN 28 2.3 97 23 95.5

3256 68.00 45 AV45 33 2.7 104 27 96.3STD 1 0.1 4 2 0.2

MAX 35 2.8 115 34 96.6MIN 31 2.5 96 23 96.0

3312 69.00 56 AV56 33 2.7 107 27 96.3STD 1 0.1 6 2 0.2

MAX 37 3.0 128 34 96.6

MIN 30 2.5 96 24 95.7

3368 70.00 56 AV56 35 2.8 118 27 96.2STD 2 0.1 8 2 0.2

MAX 38 3.0 137 34 96.8MIN 26 2.1 95 22 95.8

3436 71.00 68 AV68 33 2.7 117 25 96.2STD 2 0.2 13 2 0.2

MAX 38 3.1 147 33 96.8

MIN 28 2.2 89 21 95.8

3511 72.00 75 AV75 33 2.6 122 26 96.1

STD 1 0.1 7 3 0.1MAX 36 2.9 139 39 96.3MIN 30 2.5 109 23 96.0

3575 73.00 64 AV64 31 2.5 127 25 96.1STD 1 0.1 7 3 0.1

MAX 33 2.7 145 40 96.5MIN 27 2.2 112 21 96.0

3639 74.00 64 AV64 31 2.5 126 25 96.2

STD 1 0.1 6 3 0.1

MAX 34 2.8 139 38 96.3MIN 29 2.3 112 22 96.0

3707 75.00 68 AV68 32 2.6 149 27 96.2STD 1 0.1 8 3 0.1

MAX 34 2.8 164 46 96.3MIN 22 1.8 121 23 96.0

3759 76.00 52 AV52 31 2.5 138 26 96.3STD 1 0.1 6 2 0.2

MAX 33 2.7 151 32 96.6MIN 28 2.3 125 23 95.7

3829 77.00 70 AV70 30 2.4 130 25 96.3STD 1 0.1 11 3 0.1

MAX 34 2.8 150 40 96.5

MIN 24 2.0 108 19 95.8

3908 78.00 79 AV79 35 2.9 158 27 96.0

STD 4 0.4 18 6 0.1MAX 45 3.6 192 51 96.3MIN 29 2.4 125 20 95.7

Page 5 of7


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STD 2 0.1 4 7 0.0MAX 48 3.8 179 48 95.8

MIN 37 3.0 155 21 95.7

4050 80.00 74 AV74 44 3.6 186 43 95.8

STD 1 0.1 10 6 0.0

MAX 46 3.8 200 53 95.8MIN 38 3.1 155 20 95.7

4164 81.00 114 AV114 27 2.1 124 24 95.7STD 4 0.3 17 4 0.3

MAX 44 3.5 171 42 96.5MIN 19 1.6 87 -4 95.2

4252 82.00 88 AV88 30 2.5 147 31 95.5STD 1 0.1 7 2 0.0

MAX 34 2.8 162 35 95.7MIN 27 2.2 124 26 95.2

grl-measurements and analysis on becker penetration tests sr-522 cathcart road vicinity to us-2...

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