Coppell Industrial-LR010626 REPORT OF PIER OBSERVATION
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coooe,I Inobstr.al L;d REPORT NO. 79
c/o Champicn Pa'tqe-s. Ltd. REPORT DATE: 06-26-0'
15601 Dallas Parkway. SJ:e 100 REG PROJECT NO. 7394
Addison. Texas 75001 TECHNICIANS: W Ebe'ba'c:
ATTN: Mr. Kerry Bbrdeq F. Tqorntcq &
M. Baqche[:i
PAGE: 1 of 3
CONTRACTOR: C D. Henderson. Inc.
[ Pier Diameter Bell Diameter I Depth Before Final Depth of
Date i Pier No. ' (inches) (inches) ! Bell (feet) ; Pier (feet)
C6-S4--31 B-tv ~.~*"~ 65 1~..~'~ r, ' ~. ::
C-3 30 65 15 O '6 ~.
L-13
o;. 54 -o ~ '6 -
M-13 2cJ .48 '~ ~ ~= ~
M-I~ 2~ /8 '5 4 ~'~ ~
M-15 28 45 '~ 5 IE ~
",i-15 25 48 '5 ~ i~ -
M-17 28 45 '5 5 !~:
M-18 28 45 '5 5 ~ 5
M-!9 28 4~ '5. 7 '5 -
M-2C 28 48 ' 5 ~' ' 5 5
M-21 28 48 '5 2 '~ '
M-23 2R_ ,.,.,,2 ' ~: ¢'~ ' 5 6
06-35-31 M-2/ 28 48 15.6 '5 6
L-24 28 ~-8 16.3 '6 3
L-23 28 48 15 4. ' 5. E
L-22 25 ,~8 15.3 '6 ~
L-2' 25 z-8 15 5 ' 5 ~
L-2C 28 48 14 4 ' 5 E
L-~8 28 48 !6 O ',~ ~
L-'7 2~. 4.8 '5 C 15 5
L-'6 28 45 '5 '- 1~ 5.
L-'5 28 48 'a 2 -n ,,
L-'/ 28 48, 'E ~ '6 5.
M-3 30 5~ '~' ? '4 :.
REPORT NO. -~
REPORT DATE:
REG PROJECT NO.
PAGE: 2 c-* 3
I Pier Diameter' Bell Diameter I Depth Before Final Depth of
Date I Pier No. (inches) (inches) Bell (feet) Pier (feet)
K-23 28 48
K-22 28 48 '
K-2' 28 48 15.' '5 3
0~3-C6-3' _-19 30 54 16 3
D-!2 28 -~8 15.5
D-' *; 28 z8 16 2 '6 ;*
D-'C 28 48 15 5 '5 7
D-9 28 48 1-3.' '5 4
D-8 28 ~8 !5 5 '-
D6 ...... ~5-
D-4 28 48 '5 5 "- --
D-3 28 -'8 '7 C 17
D-2 28 45 '
E-2 28 48 '5 5 '- '
E-5 28 45 '~3 5 17 Z
E-6 28 45 '6 C 18 3
D 8-1
C 2-1
A.2-2 2~ 48
A 2-'
AS-' 2 24 48
A .%! 2 24 48
3-1
B 5-: 2z,- 63 '6 ~ '5 2
=-7 28 48
E-~, 28 48 '5 6 '5 6
E-' I 28
~ ~8 16 0 '~'
=-2 25 z8 15 4
z-3 25 :-8 17 6 ' - -
REPORT NO. 79
REPORT DATE: 06-26-01
REG PROJECT NO. 7394
PAGE: 3 of 3
! i I PierDiameterIBellDiameterI Depth Before rFinalDepthofl
Date Pier No. (inches) (inches) Bell (feet) Pier (feet)
06-07-01 F-6 28 48 16.0 16.8
F-7 28 48 16.0 16.4
F-9 28 48 16.2 16.2
F-lO 28 48 16.2 16.2
F~11 28 48 16.0 16.0
F-12 28 48 15.8 15,8
Mail Submitted by:
Distribution: (1) Champion Partners. Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc,/
Mr. Jason Uunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ James F. Phipps, P.E.
Mr. David Meinhardt BW/cg
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
GEOTECHNICAL AND r~ F:=;j i"-1 I I F~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 129
cio Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-26-01
Addison, Texas 75001 TECHNICIAN: H. Johnson
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Floor slab at F to G and 8 to 9 10/570
2 Floor slab at E to F and 6 to 7 110/570
3 Floor slab at F to G and 5 to 6 210/570
4 Floor slab at E to F and 4 to 5 300/570
5 Floor slab at F to G and 3 to 4 420/570
6 Floor slab at E to F and 2 to 3 510/570
Design Information
t Source of Concrete I Mix Identification I Specified Strength p.s.i.
Hanson 9349 4000
Test Results
Set [CylinderI I Age@ TotalLoad [ CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 9835 07-03-01 7 106220 3760
9835 07-24-01 28 128650 4550
9835 07-24-01 28 131800 4660 4610
2 9836 07-03-01 7 110620 3910
9836 07-24-01 28 129550 4590
9836 07-24-01 28 131390 4650 4620
3 9837 07-03-01 7 113030 4000
9837 07-24-01 28 136200 4820
9837 07-24-01 28 139530 4940 4880
4 9838 07-03-01 7 111050 3930
9838 07-24-01 28 134680 4770
9838 07-24-01 28 140840 4980 4880
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · -E_ [214] 350 5600 · :AX [214] 350 0019
Set I Cylinder I Age@ Total Load I CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
5 9839 07-03-01 7 107580 3810
9839 07-24-01 28 137750 4880
9839 07-24-01 28 138200 4890 4890
6 9840 07-03-01 7 110990 3930
9840 07-24-01 28 139390 4930
9840 07-24-01 28 142510 5040 4990
Cylinder Data
Set I Cylinder I Time of Concrete Air Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 9835 5.50 4:10AM 74 78 N/A 812951
2 9836 4.50 6:00AM 73 79 N/A 812961
3 9837 5.00 7:35AM 74 77 N/A 863104
4 9838 5.00 8:35AM 79 83 N/A 863114
5 9839 5.00 9:45AM 80 84 N/A 812973
6 9840 5.00 10:45AM 83 85 N/A 863133
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Haynes Whayley Associates, Inc./ Keith Atkins
Mr. Kent Penrod KEA/je
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Potter Concrete/Mr. Brent Cox
Extranet
Distribution: (1) Meinhardt & Quintana/
Mr. David Meinhardt
GEOTECHNICAL AND r~ j==j i'-i U ~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 129
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-26-01
Addison, Texas 75001 TECHNICIAN: H. Johnson
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Floor slab at F to G and 8 to 9 10/570
2 Floor slab at E to F and 6 to 7 110/570
3 Floor slab at F to G and 5 to 6 210/570
4 Floor slab at E to F and 4 to 5 300/570
5 Floor slab at F to G and 3 to 4 420/570
6 Floor slab at E to F and 2 to 3 510/570
Design Information
IS°urce °f C°ncrete IHanson Mix Identification 9349 I Specified Strength P's'i' I 4000
Test Results
Set ICylinderI Age@ TotalLoad I CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.$.i.
1 9835 07-03-01 7 106220 3760
9835 07-24-01 28
9835 07-24-01 28
2 9836 07-03-01 7 110620 3910
9836 07-24-01 28
9836 07-24-01 28
3 9837 07-03-01 7 113030 4000
9837 07-24-01 28
9837 07-24-01 28
4 9838 07-03-01 7 111050 3930
9838 07-24-01 28
9838 07-24-01 28
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -EL [214] 350 5600 · FAX [214] 350 0019
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
5 9839 07-03-01 7 107580 3810
9839 07-24-01 28
9839 07-24-01 28
6 9840 07-03-01 7 110990 3930
9840 07-24-01 28
9840 07-24-01 28
Cylinder Data
Set I Cylinder I TM I ConcreteI Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 9835 5.50 4:10AM 74 78 N/A 812951
2 9836 4.50 6:00AM 73 79 N/A 812961
3 9837 5.00 7:35AM 74 77 N/A 863104
4 9838 5.00 8:35AM 79 83 N/A 863114
5 9839 5.00 9:45AM 80 84 N/A 812973
6 9840 5.00 10:45AM 83 85 N/A 863133
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ Keith Atkins
Mr. David Meinhardt KEA/je
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Potter Concrete/Mr. Brent Cox
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. !26
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-26-01
Addison, Texas 75001 TECHNICIAN: W. Eberhardt
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
I SetNumber ,Location IOuantityRepresented
1 Piers: B-25, B.4-25 and B.6-25 20/20
Design Information
I Source of Concrete I Mix Identification J Specified Strength p.s.i.
Hanson 9337 3000
Test Results
Set ICylinderI I Age@ ITotalLoad [ Compressive I Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 9823 07-03-01 7 92310 3270
9823 07-24-01 28
9823 07-24-01 28
Cylinder Data
SetI Cylinder Time ofI I Concrete Air Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 9823 7.50 12:30PM 94 89 N/A 863148
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ Keith Atkins
Mr. David Meinhardt KEA/je
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Potter Concrete/Mr. Brent Cox
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · -EL [214] 350 5600 · .-'AX [214] 350 0019
GEOTECHNICAL AND ~ J~J R ~ U F~
ENVIRONMENTAL CONSULTANTS J
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 128
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 06-26-01
Addison, Texas 75001 TECHNICIAN: W. Eberhardt
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
ISet Number J Location J Quantity Represented
1 Piers: B-25, B.4-25 and B.6-25 20/20
Design Information
I Source of Concrete J Mix Identification J Specified Strength p.s.i.
Hanson 9337 3000
Test Results
Set I Cylinder i ^ge~ I Tote, Load I Compressive I Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 9823 07-03-01 7 92310 3270
9823 07-24-01 28 113710 4020
9823 07-24-01 28 115860 4100 4060
Cylinder Data
Set J CylinderI Time ofI I Concrete Air Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 9823 7.50 12:30PM 94 89 N/A 863148
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Haynes Whayley Associates, Inc./ Keith Atkins
Mr. Kent Penrod KEA/je
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Potter Concrete/Mr. Brent Cox
Extranet
Distribution: (1) Meinhardt & Quintana/
Mr. David Meinhardt
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · ~_=_ [214] 350 5600 * F~.X [214] 350 0019