Attch 4 - South Wing Cassion Reports.pdf

Build.On n#rc*ryrGcmulffilErlbdlg

Professional Service Industries, lnc.

4123 Curtis Lane Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Goncrete Field RePort Report No: FC:0275169-8

Thsse test results apply only to the specific lo€tions andfiaterialsnoted and may not represini'any other locations or elevations This rePorl may not be r6produi€d, except in full, without written Permission by Professional Servie Industties, Inc.

lfrr"-+-/c*- Approved Signatory: Michael Car (Department Manager)

Date of lssue: 412612010 rrrnet-nruO-pnVCO CORPORATION CC: ARCHIE LANHAM

+TOZ CNOUSH OAK DR DONNIE JONES

LANSING, MI 48911 JUSTIN PARK

RANDY FRITZ

VA OVERTON BROOKS MENTAL HLTH

SHREVEPORT, LA

General Field Data Technician: Jesi Hoover Test Date: 412212010

Informotinn bBuild,On

E rgrrcertng r GoruulUqg r lbcdng

Mix Data Mix Data Submifted BY Supplier Mix ldentification Specified Design Strength (Psi)

Design Unit Weight (Pcf) Gement Factor (Sackst!d3) Water-Gement Ratio (lb/lb)

Professional Service Industries, lnc.

4123 Curtis Lane Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Buildeis SupplY Buildefs SuPPIY 733570 3800 at age 28 daYs

DateReceived 412312010

Material Cement 1 (lb) Cement 2 (lb) Fly Ash (lb)

Coarse Agg 1 (lb) Coarse Agg 2 (lb)

Fine Agg (lb) Admix 1 (oz) Admix 2 (oz) Admix 3 (oz) Water (gal)

SlumP (in) Slump w/ Plasticizer (in)

AirTemP ('F) Concrete TemP ('F)

Air Content (%) Unit Weight (PcO Batch Size (Yd3)

Water Added (gal)

Time Batched Time SamPled

Time Placed Time In Truck (mins)

Amount Moisture N/A N/A N/A

Measured Specified 8.50 N/A

10:45 1' l :30 11'.40 6E

ASTM G 39

Compressive Required Strength (Psi) Strength (Psi)

Details of SamPle Date Sampled 412212010

Specimen lD Date Tested

General Location Drilled Piers

SamPle Location Pier El3 &Dl2

Curing Method One day Field/Laboratory Cure

Field Sample No Field cure Temp ('F) High Low

Contractor Case Atlantic Truck No. 444 Ticket No.

Sampled By Jesi Hoover Submitted BY Jesi Hoover Weather PartlY CloudY Est. Wnd (mph) 10 Est. Rh (%) 78

Yd3 Placed 8.0

Oornpressive Strength of Goncrete Cylinders

ASTM C 1064

ASTM C 231

ASTM C 138

Age (days)

Dimensions (in) Area (in'z) Diameter Height

Type of cap

Ultimate Load (lbO

Before After

Type of Fracture

Concrete Test RePort Report No: GON:0275{'69'8'C1

These test results apply only to the sp&ific localions and materials noted and mav not represent any other locations or elevations. This rePort may not be ;produced, except in full, without written permission by Professional Seryice Industries, Inc.

Approved Signatory: Michael Car (Department Manags)

Date of lssue: 512012010

WIELAND-DAVCOCORPORATION CC:

4162 ENGLISH OAK DR

LANSING, MI 48911

VA OVERTON BROOKS MENTAL HLTH

SHREVEPORT, LA

0275169-8-C1\'t 04129110 0275169-8-Clu 05120t10 0275169-8-C1\3 05t20t10

0275169-8-C1\4 05t20t10

U u U U

4.01 4.01 4.00 4.00

8.01 8.01 8.00 8.00

12.63 12.63 12.57 12.57

53990 61760 68350 66570

I

Remarks Fai luroMode:3=C39:Vertcrackingy'nocones;C1314:Cone&Spl i t '5=C39:Side iraaure-opposite ends; C1314: Semi4onical Break

Notes l.SamDlino toASTM C 172 z.soecimen(s) Prepared to ASTM C 31 ;.;fi;;';f=ffi;; n-snt,t c otz, u=unbonded ASrM c 1231, c = combined

Build.On Eiryfrrglrfirg r Gomuffilg r lbd€l

Professional Service Industries, Inc.

4123 Curtis Lane Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Goncrete Field RePort Report No: FG:0275169-10

These tesl results apply only to the specific locations and matorialsnoled and may not represent any other loetions or elevations. This reporl may not be rbproduced, except in tull, without writlen petmission by

Professional Service Industries, Inc.

IN+*f c*- Approved Signatory: Michael Car (Department Managil)

Date of fssue: 4127l2o1o

WIELAND.DAVCO CORPORATION GG:

4162 ENGLISH OAK DR

LANSING, MI 48911

VA OVERTON BROOKS MENTAL HLTH

SHREVEPORT, LA

General Field,Data Technician: Jesi Hoover

Test Date: 412612010

T+st Result$ Set No. SPecimens

Made

0275169-10-C1 "

0275169-10-C2 4 l 0275169-10-C3 0

0275169-10-C4 0

0275169-10-c5 4

Ticket ir oir sa 2102160 dionii,g iio3g3i i 17938112 1 703831 3

Time Batched

1O.'24- -f O:Zg

". io.loo 14:15 14:25 il,so

Time Unloaded

11"20 i r'r,ds , 1 t ; ! 0 .

i 15 :15

' f S:+O ; 15:35

Cubic Yards Placed

8.0 ro.o-zi,.p -

3r.o 40.0^ ;8.0

Slump (in)

8.50 e.oo a.oo s.oo 8.50

LOO

Air Temp. (oF) Concrete fF)

7 9 i . ' l

8 2 ; 7 7 8 3 i 8 4 i g 4 : z e

Lodion & Remarks Set No. Location......,,'.. -,;:,, General Location: Drilled Piers

0275169-1O-Cl Pier C/5

0275169-10-C2 Pier C/5 & Bottom of E/4

0275169-10-C4 Pier ClZ

0275169-10-C5 Pier C/2 & Bottom of D/4

0275169-1 Dt4

02751 69-1 0-C3\Pier E/4

Phone: (31 8) 631-5547 Fax: (318) 631-1546

Goncrete Test RePort Report No.. GON:02751 69-1 0-C5

These test results apPly only to the specific locations andfiaterialsnoted and may not represent any other locations or elevations This reporl may not be rboroduied, except in full, without written permission by

Professional Service Industries, Inc.

id+*#U- Approved Signatory: Michael Can (Department Manager)

Date of lssue: 5l24l2o1o

Wrn-qNOOnVCO CORPORATION GC: ARCHIE LANHAM

+TOZ ENCIISH OAK DR DONNIE JONES

LANSING, MI 48911 JUSTIN PARK

RANDY FRITZ

VA OVERTON BROOKS MENTAL HLTH

SHREVEPORT, LA

5g'ry&HFJfirrg r Goneirlfiqglr lbcfin$

Professional Service lndustries, Inc.

4123 Curtis Lane Shreveport, LA 71109

MiN Data Mix Data Submitted BY Supplier

Buildeis SuPPIY Builde/s SuPPIY

Material Cement 1 (lb) Cement 2 (lb) Fly Ash (lb)

Coarse Agg 1 (lb) Coarse Agg 2 (lb)

Fine Agg (lb) Admix 1 (oz) Admix 2 (oz) Admix 3 (oz) Water (gal)

SlumP (in) Slump w/ Plasticizer (in)

Air TemP ('F) Concrete TemP ('F)

Air Content (%) Unit Weight (Pcfl Batch Size (Yd")

Water Added (gal)

Time Batched Time SamPled

Time Placed Time In Truck (mins)

Amount Moisture N/A N/A N/A

Measured SPecified 8.50 N/A

I

14:25 15:00 15:40

ASTM C 39

Compressive Required Strength (Psi) Strength (PSi)

Mix ldentification 733570 Specified Design Strength (psi) 3800 at age 28 days

Design Unit Weight (Pcfl

Cement Factor (Sacks/Yd3) Water-Cement Ratio (lb/lb)

Details of SamPle Date Sampled 4l26t2O1O Date Received 412712010

General Location Drilled Piers

Sampfe Location Pier Cl2 & Bottom of D/4

Guring Method One day Field/Laboratory Cure

Field Sample No Field Cure Temp ('F) High Low

Contractor Case Atlantic Truck No. 417 Ticket No. 17038312

Sampled BY Jesi Hoover Submitted BY Jesi Hoover Weather SunnY Est. Wnd (mPh) 10 Yd'Placed 40'0

Est. Rh (%) 68

Gornpressive Strength of Colcrete Cylinders

ASTM C 1064

ASTM C 231

ASTM C138

Before After

Specimen lD Date Tested Dimensions (in) Area (in') Diameter Height

Age (days)

Type of cap

Ultimate Load (lbO

Type of Fracture

0275169-10-C5\1 05/03/10 0275169-10-c512 05124110

0275169-10-C5\3 05t24110

0275169-10-C5\4 05124110

4.00 4.00 4.01 4.00

8.00 8.00 8.01 8.00

12.57 12.57 12.63 12.57

55060 59040 63870 66470

U u U U c

Remarks Fai lureMode:1=c39:Conesonbothends;c1314:ConicatBreak4=c39:Diagonal f raclure;

biiiii?l,i-.iJ. ai;, s , bsg, sia" f,"aure-opposite endsi c1314: semi-conical Break

Notes ' l.sampling to ASTM C 172 z.Soeiimen(s) Prepared to ASTM c 31 i.6!ppi"g ilb"ndA ASTM c 617, u=unbonded ASTM c 1231' c = combined bBuildOn F*ngfltrlertng r Goneirlffnglr lbsffqg

Professional Service Industries' |nc.

4123 Curtis Lane Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Goncrete Field RePort Report No: FC:0275169-14

Thess test results apply only to the specific locations and materials noted and mav not represent any other lo€lions or elevations This report may not be r;produied, excepi in full, without written permission by

Professional Service Industries, Inc.

$i-j"J Approved Signatory: Michael Car (Department Manager)

Dateoflssue: 4l3ol2o1o

WIELAND-DAVCO CORPORATION GC: ARCHIE LANHAM

+ioz rNcusH oAK DR DoNNIE JoNES

LANSING, MI 4891T JUSTIN PARK

RANDY FRITZ

Proiect: VA OVERTON BROOKS MENTAL HLTH-

SHREVEPORT, LA

Technician: Jesi Hoover Test Date: 412912010

Test Results Set No. SPecimens

Made

027516g-14-c1 4

0275169-14-C2 0

0275199]14-c3 0

0275169-14-c4 4 ozts1.6s4q-cs 0

Ticket zsozspi +osisoi )iozqao itoiiiz 2102435

Time Batched

. tO:ZO 11 :08 litt't) 13 :18 15:35

Time Unloaded

'11:25

11 :55

1J,45

Cubic Yards Placed

8 o 1 6 0 24.0 33.0 42.0

Slump (in)

8 5 0 8.00 e.5o e.5o 8.s0

Air Temp. ("F) Concrete T fF) es ti 8 3 i 8 5 ' 8 2

Uocition & Remarks --- pe!.No, Location

General Location: Drilled Piers

0275169-14-C1 Pier C.7 13

0275169-'14-C2 Pier C.713 & D'3/3

0275169-14-C3

0275169-14-C4 Pier Cl4

0275169-14-CS Pier Cl4 &8,12.1

Mix Data

- SetNo.

0275169-14-C1 oitsta's4a-C2 oz?tr6sii+-cs 0275169-14-C4 oizsiog-ra-cs

Supplier Builde/s SupPlY Build-e.r:s Sllpp-ly Builder's SuPPIY Bu!lde|s SuPPIY Builde/s SuPPIY

Mix

733570 3800 PSI

733570 3800 Psl

733570 3800 PSI

zgisio ssoo Pst zgCs?o 3aoo PSt

Design Strength (Psi)

.390.0 .

B4gllncafing r Gorcrrffng t l€rfftng

Professional Service Industries, Inc.

4123 Cudis Lane Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Mix Data Mix Data Submitted BY Supplier Mix ldentification Specified Design Strength (Psi)

Design Unit Weight (PcD Cement Factor (Sacks/Yd3) Water-Cement Ratio (lb/lb)

Details of SamPle Date Sampled 412912010 contractor Case Atlantic Truck No. 416 Sampled BY Jesi Hoover Submitted By Jesi Hoover Weather PartlY CloudY Est. Wind (mPh) 25 Est. Rh (%) 70

Builde/s SupplY Buildefs Supply 733570 3800 at age 28 daYs

DateReceived 413012010

TicketNo. 2102432

Yd'Placed 33.0

Material Cement 1 (lb) Cement 2 (lb) Fly Ash (lb)

Coarse Agg I (lb) Coarse Agg 2 (lb)

Fine Agg (lb) Admix 1 (oz) Admix 2 (oz) Admix 3 (oz) Water (gal)

SlumP (in) Slump w/ Plasticizer (in)

Air TemP ('F) Concrete TemP ('F)

Air Content (%) Unit Weight (PcO Batch Size (Yd3)

Water Added (gal)

Time Batched Time Sampled

Time Placed Time ln Truck (mins)

Amount

Measured Specified 8.50 N/A

AsrM c 1064 82

ASTM C 231

ASTM C138

I

Before After

13 :18 14:20 14:35

Moisture N/A N/A N/A

General Location Drilled Piers

SamPle Location Pier C/4

Guring Method One day Field/Laboratory Cure

Field Sample No Field Gure Temp ('F) High Low

Gompressive Strength of Concrete Gylinders . -.

specimen rD Date rested tj"gr?r o,l#i.1".TjllL, Area (in')

ASTM C 39

Tvpe of GomPressive Required Fiacture Strength (psi) Strength (psi)Type of

Gap Ultimate Load (lbf)

Goncrete Test RePort Report No: GoN :02-'::"t"-J ff i These test results apply only to the specific locations and materials noted and may not represent any other locatims or elevations. This report may not be rbproduced, except in full, without written permission by

Professional Serui@ lndustries, Inc.

lfri#Ju- Approved Signatory: Michael Can (Department Mmager)

Date of fssue: 512712010

ARCHIE LANHAM

DONNIE JONES

JUSTIN PARK

RANDY FRITZ

WIELAND.DAVCO CORPORATION CC:

4162 ENGLISH OAK DR

LANSING, MI 48911

VA OVERTON BROOKS MENTAL HLTH

SHREVEPORT,I.A

0275169-14-C4\1 05/06/10 0275169-14-C4\2 05127110 0275169-14-C4\3 05127110

0275169-14-C4\4 05127110

4.01 4.00 4.0'l 4.00

8.01 8.00 8.00 8.00

12.63 12.57 12.60 12.57

56260 61630 62590 59470

U U U U

I

Remarks FaitureMode: 1 = C39: Cones on both ends; c1314: conical Braak, 3 = C39: Verl cracklng/no cones: C1314: Cone & Split Notes l.sampling toASTM C 172 2.Speiimen(s) prePared to ASTM C 31 A:d';il;B'=itilA ASTIV! c 617, u=unbonded ASrM c 1231, c = combined

Report No: DPR:0275169-1-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

VA OVERTON BROOKS MENTAL HLTH

SHREVEPORT LA

Client: WIELAND-DAVCO CORPORATION

4162 ENGLISH OAK DR

LANSING, MI

Approved Signatory: Michael Carr (Department Manager) Date of Issue: 5/19/2010

CC: ARCHIE LANHAM,

DONNIE JONES,

JUSTIN PARK,

RANDY FRITZ

These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: J.2/2.3 Date: 3/31/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drill Caisson feet

Equipment Code

Slump Cone:

Thermometer:

Air Meter:

04SC275

04CT275

Shaft Pier

Diameter:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

Length Auger Drilled:

Length Rock Cored:

24.00

85.50

83.00

83.00

28.00

28.00

55.00 inches feet feet feet feet feet feet feet feet

Dates

Date Started:

Date Completed:

Date(s) Observed:

Date Concrete

Placed:

5/5/2010

Pier Concrete

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

Design Strength (psi):

Ticket Number(s):

11:20

11:35

2102323

Concrete Testing

Amt. of Concrete in Load (yd

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

Air Temp. (°F):

Cylinder Set No.:

8.5

2102823

733570

0275169-1-C1

Water

Water Present Prior to Pumping :

Water Present Prior to Concrete

Placement :

1.00

Bearing Surface

Level:

Clean:

Sound:

Rock Socket Length :

Probe Hole Length :

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

Size:

Spacing:

#6

18.00

53.00

#4

16.00

If no concrete testing was performed on this pier, cylinder set represents the concrete for this pier.

Other Concrete Areas:

Probe Hole Description:

H/2.3

Remarks: Concrete placed by tremy. Shoring sieve was used.

All grade elevations are approximate.

Report No: DPR:0275169-1-C3

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: K.2/7.6 Date: 3/31/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Pier feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

35.00 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

15:10

15:30

2102867

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

733570

0275169-1-C3

Water

Water Present Prior to Pumping :

20.00

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

18.00

33.00 concrete for this pier.

Other Concrete Areas:

J.2/7.6 & H/7.2

Remarks: Concrete placed by tremy. Shoring sieve was used. Slurry method was used.

Report No: DPR:0275169-1-C4

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: J.7/7.6 Date: 3/31/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

15:30

15:40

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102866

733570

0275169-1-C4

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

18.00

33.00 concrete for this pier.

Other Concrete Areas:

Report No: DPR:0275169-1-C5

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: H/7.2 Date: 3/31/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

36.00

83.00

23.00

23.00

60.00 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

15:45

16:15

2102866

17038815

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

17058815

733570

0275169-1-C5

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

#8

30.00

58.00 concrete for this pier.

Report No: DPR:0275169-6-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

Date of Issue: 4/22/2010

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: G-2 Date: 4/20/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson

40.00 feet

Equipment Code

Slump Cone:

04PM275

Shaft Pier

Diameter:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

94.00

90.84

90.84

50.84

50.84

40.00 feet feet feet feet feet feet feet

Date(s) Observed:

4/20/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

14:00

14:35

210832

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

210182

733570

0275169-6-C1

Water

Water Present Prior to Pumping :

30.00

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Remarks: Piers drilled per slurry method. Concrete pumped & tremmied to bottom of pier. Reinforcing steel per S301 Detail B dated 1/20/10.

Report No: DPR:0275169-7-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: G/3 Date: 4/21/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.84

50.84

50.84 feet feet feet feet feet feet feet

Date(s) Observed:

4/21/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

11:30

11:45

2101891

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2101891

733570

0275169-7-C1

Water

Water Present Prior to Pumping :

0.50

0.50

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Remarks: Pier Drilled per Slurry Method

Concrete Pumped & Tremmied from Bottom of Pier

Report No: DPR:0275169-7-C2

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: F/2 Date: 4/21/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.84

50.84

50.84 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

15:40

16:20

2101938

2101942

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2101938

733570

0275169-7-C2

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Other Concrete Areas:

E/2

Remarks:

Report No: DPR:0275169-7-C7

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: F/3 Date: 4/21/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

93.30

93.30

53.30

53.30 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

11:55

12:45

NP

2101914

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

733570

0275169-7-C7

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Report No: DPR:0275169-7-C8

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: E/2 Date: 4/21/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.84

50.84

50.84 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

16:30

17:20

2101942

2101949

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

0275169-7-C8

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Report No: DPR:0275169-8-C2

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

Date of Issue: 4/26/2010

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: F/4 Date: 4/22/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

93.30

53.30

53.30 feet feet feet feet feet feet feet

Date(s) Observed:

4/22/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

16:20

16:40

NP &

2102070

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

0275169-8-C2

Water

Water Present Prior to Pumping :

2.00

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Other Concrete Areas:

F/5

Remarks: Concrete placed by tremy method.

Report No: DPR:0275169-8-C3

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: D/2 Date: 4/22/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.84

50.84

50.84 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

12:30

12:45

2102016 &

NP

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

0275169-8-C3

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Remarks: Drilled by slurry method. Concrete placed by tremy method.

Report No: DPR:0275169-8-C4

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: F/5 Date: 4/22/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

94.50

93.30

53.30 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

16:00

16:15

NP

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

0275169-8-C4

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Report No: DPR:0275169-9-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: D/5 Date: 4/23/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.80

90.80

50.80

50.80 feet feet feet feet feet feet feet

Date(s) Observed:

4/23/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

10:30

11:05

4057325

4057326

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

4057325

733570

0275169-9-C1

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Other Concrete Areas:

E/5

Report No: DPR:0275169-9-C3

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: E/5 Date: 4/23/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.80

50.80

50.80 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

11:10

11:30

4057326

4057327

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

4057327

733570

0275169-9-C3

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Report No: DPR:0275169-10-C2

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

Date of Issue: 4/27/2010

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: C/5 Date: 4/26/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caison feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.50

90.50

50.80

50.50 feet feet feet feet feet feet feet

Date(s) Observed:

4/26/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

11:05

11:25

2102160

2102158

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102160

733570

0275169-10-C2

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Other Concrete Areas:

E/4

Remarks: Slurry Method was used. Concrete placed by tremy.

Report No: DPR:0275169-10-C3

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: E/4 Date: 4/26/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Builders Supply feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

93.30

53.30 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

11:30

11:55

2102160

2102158

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102159

733570

0275169-10-C3

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Remarks: Concrete placed by tremy.

Report No: DPR:0275169-10-C4

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

Date of Issue: 4/28/2010

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: C/2 Date: 4/26/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caissons feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.80

50.80

50.80 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

15:00

15:30

17038311

17038312

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

17038311

733570

0275169-10-C4

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Remarks: Concrete placed by tremy. Slurry method used.

Report No: DPR:0275169-10-C5

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: D/4 Date: 4/26/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

93.50

93.50

53.50

53.50 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

15:30

15:55

17038312

17038313

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

17038312

733570

0275169-10-C5

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Other Concrete Areas:

C/2

Report No: DPR:0275169-12-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

Date of Issue: 4/29/2010

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: B/4 Date: 4/27/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

89.00

89.00

29.00

29.00 feet feet feet feet feet feet feet

Date(s) Observed:

4/27/2010

4/2/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

12:00

12:30

2102211

2102212

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102211

733570

0275169-12-C1

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

#9

30.00

58.00 concrete for this pier.

Remarks: Concrete placed by tremy. Slurry method was used.

Report No: DPR:0275169-12-C3

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: B.2/5 Date: 4/27/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

91.80

91.80

56.80

56.80 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

16:05

16:30

2102237

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102237

733570

0275169-12-C3

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

18.00

34.00 concrete for this pier.

Report No: DPR:0275169-13-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: B/3 Date: 4/28/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

89.80

89.80

29.80

29.80 feet feet feet feet feet feet feet

Date(s) Observed:

4/28/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

11:40

12:05

4057442

4057444

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

4057442

733570

0275169-13-C1

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

#9

30.00

58.00 concrete for this pier.

Report No: DPR:0275169-13-C3

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: B/4.9 Date: 4/28/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drillied Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

92.00

92.00

57.00

57.00 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

15:50

16:05

17038479

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

17038479

733570

0275169-13-C3

Water

Water Present Prior to Pumping :

15.00

15.00

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

18.00

32.00 concrete for this pier.

Report No: DPR:0275169-14-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

Date of Issue: 4/30/2010

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: C.7/3 Date: 4/29/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

93.30

53.30

53.30 feet feet feet feet feet feet feet

Date(s) Observed:

4/29/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

11:15

11:30

2102395

4057501

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102395

733570

0275169-14-C1

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Other Concrete Areas:

D.3/3

Report No: DPR:0275169-14-C2

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: D.3/3 Date: 4/29/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

93.30

53.30

53.30 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

12:15

4057501

2102400

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

4057501

733570

0275169-14-C2

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Report No: DPR:0275169-14-C4

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: C/4 Date: 4/29/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.80

50.80

50.80 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

16:10

16:30

2102452

2102435

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102432

733570

0275169-14-C4

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Other Concrete Areas:

B/2.1

Report No: DPR:0275169-14-C5

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: Date: 4/29/2010 Technician:

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Builder's Supply

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102435

733570

0275169-14-C5

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

concrete for this pier.

Report No: DPR:0275169-15-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: C/3 Date: 4/30/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

90.80

50.80

50.80 feet feet feet feet feet feet feet

Date(s) Observed:

4/30/2010

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

12:05

2102506

2102508

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

2102506

733570

0275169-15-C1

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

30.00

38.00 concrete for this pier.

Other Concrete Areas:

B.2/2

Report No: DPR:0275169-15-C2

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: B.2/2 Date: 4/30/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caissons feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

89.00

89.00

54.00

54.00 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

12:10

12:25

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

733570

0275169-15-C2

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

18.00

32.00 concrete for this pier.

Report No: DPR:0275169-18-C1

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

Date of Issue: 6/2/2010

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: S/22/3 Date: 5/5/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drill Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

83.00

28.00

28.00 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

11:20

11:35

2102323

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

733570

0275169-18-C1

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

18.00

53.00 concrete for this pier.

Other Concrete Areas:

H/2.3

Remarks: Concrete placed by tremy. Shoring sleeve was used.

Report No: DPR:0275169-18-C2

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: H/2.3 Date: 5/5/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Caisson feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

83.00

28.00

28.00 feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

12:05

17038786

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

9.5

17038786

733570

0275169-18-C2

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

18.00

53.00 concrete for this pier.

Report No: DPR:0275169-18-C3

Issue No: 1 Drilled Pier Report

Professional Service Industries, Inc.

4123 Curtis Lane

Shreveport, LA 71109

Phone: (318) 631-5547 Fax: (318) 631-1546

Project:

No:

CC: ARCHIE LANHAM,

DONNIE JONES,

reproduced, except in full, without written permission by Professional Service Industries, Inc.

Log of Pier: K.2/7.6 Date: 5/5/2010 Technician: Jesi Hoover

Drilling Contractor:

Concrete Supplier:

Pier Type:

Auger Refusal Depth:

Case Atlantic

Builder's Supply

Drilled Pier feet

Equipment Code

Slump Cone:

Bell Diameter:

Existing Grade Elevation:

Plan Top Elevation:

Actual Elevation Top:

Plan Elevation Bottom:

Actual Elevation Bottom:

Length of Pier:

feet feet feet feet feet feet feet

Date(s) Observed:

Total Amt. of Concrete

(yd

Initial Time of Placement:

Time of Completion:

15:10

15:30

Ticket No.:

Truck No.:

Mix No.:

No. of Cylinders:

Slump (in):

Air (%):

Concrete Temp. (°F):

733570

0275169-18-C3

Water

Water Present Prior to Pumping :

Level:

Clean:

Sound:

Reinforcing Steel

Vertical No. of bars:

Size:

Cage Diameter:

Cage Length:

Horizontal: No. of bars:

18.00

33.00 concrete for this pier.

Other Concrete Areas:

J.2/7.6 & H/7.2

Remarks: Concrete