Town Center L4B1-LR010913ALPHA TESTIN¢~, INC.
2209 Wisconsin St,, Suite 100
Do#os. Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX; 972t/406-.~23
REPORT OF PIER MONITORING
TESTED FOR:
PROJECT:
Pier Information:
Construction Management Group
Dallas, Texas
Coppell Town Center
Coppell Texas
DATE:
OUR REPORT NUMBER
ARCHITECT:
GENERAL CONTRACTOR:
PIER CONTRACTOR:
CONCRETE SUPPLIER:
13-Sep-01
01612-12
F.W.N.A.
C. M. G.
Lytle Conc.
Beall
Pier Designabon
Date Pier Ddlled
Date Concrete Placed
Shaft Diameter- Design I Actual, in.
Bell Diameter - Design / Actual, in.
Top of Pier Elevation-Design I Actual, ff
Bottom of Pier Elevation-Design I Actual, ff
Dewabon from Design Elevation (ft+)
Vertical Steel Reinforcing
Verhcal Steel 3qe Reinfoming
Splices (No. & Location)
Length of Casing used, ff
Depth to Bearing Strata, ff
Total Depth of Drilled Pier
Ground Surface Elevation
A-2 B-2 C-2 C-1
13-Sep 13-Sep 13-Sep 13-Sep
13-Sep 13-Sep 13-Sep 13-Sep
18 18 18 18 18 18 18 18
54 54 54 54 54 54 54 54
96.5 99.0 99.0 96.5
90.5 86.2 90.5 86,2 90.5 87.3 90.5 88.5
4.3 4.3 3.2 2.0
4 #6's 4 #6's 4 #6's 4 ~6's
#3's {~ 12" o.c. #3's ~ 1Z' o.c. #3's ~ 12" o.c. #3's (~ 12" o.c.
N/A N/A N/A N/A
N/A N/A N/A N/A
N/A N/A N/A N/A
13.3 13.3 12.2 11.0
99.5 99.5 99.5 99.5
Respectfully Submitted
· Alpha Testing, Inc.
cc: Constr. Mngmt. Group; Jeff Miller~ .~n,~,,. ,~...,,,
City of Coppell; Larry Daves, Lee Stone
our test results & repolts are for the exclusive usa of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed
except with express approval of ALPHA. The use of our name & test results must receive our w/JUan approval. Test results & repo~s apply only to the samples
tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
REMARKS:
Note: Per structural engineer; 9' minimum from
existing grade in gray sandy clay.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF PIER MONITORING
TESTED FOR:
PROJECT:
Pier Information:
Construction Management Group
Dallas, Texas
Coppell Town Center
Coppell Texas
DATE:
OUR REPORT NUMBER:
ARCHITECT:
GENERAL CONTRACTOR:
PIER CONTRACTOR:
CONCRETE SUPPLIER:
13-Sep-01
01612-12A
F. W. N. A.
C. M, G.
Lytle Conc.
Beall
Pier Designation
Date Pier Ddlled
Date Concrete Placed
Shaft Diameter- Design / .~t,~al, in.
Bell Diameter - Design / ActuaJ, in,
Top of Pier Elevation-Design / Actual, ft
Bottom of Pier Elevation-Design / Actual, fi
Deviation from Design Elevation (h+)
Ve~lical Stael Reinfoming
Vertical Steel Tie Re~nforcing
Splices (No. & Location)
Length of Casing used, ft
Depth to Bearing Strata, ft
Total Depth of Dnlled Pier
Ground Surface Elevation
REMARKS:
D.5-3 C-3 B-3 A-3.5
13-Sep 13-Sep 13-Sep 13-Sep
13-Sep 13-Sep 13-Sep 13-Sep
18 18 18 18 18 18 18 18
54 54 54 54 54 54 54 54
97.5 101.0 101.0 99.5
92.5 88.0 92.5 88.5 92.5 88.1 92.5 88.5
4.5 4.0 4.4 4.0
4 #6's 4 #6's 4 #6's 4 #6's
#3's @ 12" o.c. #3's @ 12" o.c. #3's @ 12" o.c. #3's @ 12" o.c.
N/A N/A N/A N/A
N/A N/A N/A N/A
N/A N/A N/A N/A
13.5 13.0 13.4 13.0
101.5 101.5 101.5 101.5
Note: Per structural engineer; 9' minimum fro,-n ~ Respectfully Submitted
existing grade in gray sandy clay. ~ Alpha Testin~n~~
cc: Constr. Mngmt. Group; Jeff Miller Jl~an Orta
City of Coppell; Larry Daves, Lee Stone ~ .......
our test results & reports are for the exclusive use of the Client (and their designated recipients on file in o~ced and/or distributed
except with express approval of ALPHA. The use of our name & test results must receive our written appr~pply only to the samples
tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
ALPHA TESTIN¢~, INC.
2209 WIsconsln St., Sulte 100
Dolk~ Texos 75229
972/620..891 ! - 972/263-4937 (Metro)
FAX:
REPORT OF PIER MONITORING
TESTED FOR:
PROJECT:
Pier Information:
Construction Management Group
Dallas, Texas
Coppell Town Center
Coppell Texas
DATE:
OUR REPORT NUMBER
ARCHITECT:
GENERAL CONTRACTOR:
PIER CONTRACTOR:
CONCRETE SUPPLIER:
13-se~ol
01612-12B
F.W. N A.
C. M. G.
Lytle Conc.
Beall
Pier Designation
Date Pier Drilled
Date Concrete Placed
Shaft Diameter. Design I Actual, in.
Bell Diameter - Design / Actual, in.
Top of Pier Elevation-Design I Actual, ft
Bottom of Pier Elevation-Design I Actual, ff
Deviation from Design Elevation (ft+)
Vertical Steel Reinforcing
Vertical Steel Tm Reinforcing
Spl~ces (No. & Location)
Length of Casing used, ft
Total Depth of Ddlled Pier
Ground Surface Elevation
REMARKS:
B-4 A.7-4.2 A.7-5 A.7-4.5
13-Sep 13-Sep 13-Sep 13-Sep
13-Sep 13-Sep 13-Sep 13-Sep
18 18 18 18 18 18 18 18
101.0 99.5 99.5 99.5
92.5 89.5 92.5 89.7 92.5 89.2 92.5 89.0
3.0 2.8 3.3 3.5
4 ~"S 4 ~6's 4 ~6's 4 #6's
~3's Q 12" o.c. #3's Q 12" o.c. #3's ~) 1 2" o.c. t/3's ~ 12" o.c.
NIA N/A N/A N/A
N/A N/A N/A NIA
NIA NIA N/A N/A
12.0 11.8 12.3 12.5
101.5 101.5 101.5 101.5
Note: Per structural engineer; 9' minimum from Respectfully Submitted
existing grade in gray sandy clay. ~X--,~ Alpha Testi~]~i..r~.
cc: Constr. Mngmt. Group; Jeff Miller ~
City of Coppell; Larry Oaves, Lee Stone ~
our test results & reports am for the exclusive use of the Client (and ~eir designated recipients on file in our office) and' shall not be reproduced and/or distributed
except with express approval of ALPHA. The use of our name & ~ results must recede our written approval. Test msulte & reports apply only to the samples
tested and/or obee~md, and are not indicative of the qualities of apparently identical or similar specimens.
ALPHA TESTING, INC.
2209 tAr~consl~ St., Suite I00
Dallas, Texas 75229
972/620-891 ] o 972/263-4937 CMetro)
FAX; 972~/406-8023
REPORT OF PIER MONITORING
TESTED FOR:
PROJECT:
Pier Information:
Construction Management Group
Dallas, Texas
Coppell Town Center
Coppell Texas
DATE:
OUR REPORT NUMBER
ARCHITECT:
GENERAL CONTRACTOR:
PIER CONTRACTOR:
CONCRETE SUPPLIER:
13-Sep-01
01612-12C
F.W.N.A.
C. M. G.
Lytle Conc.
Beall
Pier Designation
Date Pier Drilled
Date Concrete Placed
:Shaft Diameter- Design I Actual, in
Bell Diameter - Design I Actual, in.
Top of Pier Elevation.Design I Actual, ft
Bottom of Pier Elevation-Design I Actual, ff
Deviation from Design Elevation
Vertical Steel Reinforcing
Vertical Steel Tie Reinforcing
Splices (No. 8, Location)
Length of Casing used, ff
Depth to Bearing b-'bata, ff
Total Depth of Drilled Pier
Ground Surface Elevation
REMARKS:
C-5 B-5 D.5-4 D.5-4.5
13-Sep 13-Sep 13-Sep 13-Sep
13-Sep 13-Sep 13-Sep 13-Sep
18 18 18 18 18 18 18 18
54 54 54 54 54 54 54 54
101.0 99.5 99.5 99.5
92.5 89.5 92.5 89.3 92.5 88~5 92.5 88.6
3.0 3.2 4.0 3.9
4 #6's 4 #6's 4 #6's 4 #6's
ft3's (~ 12" o,c. #3's ~ 12" o.c. i~r3's ~} 12" o.c. ~t3's ~ 12" o.c.
N/A N/A N/A N/A
N/A N/A N/A N/A
N/A N/A N/A NIA
12.0 12.2 13.0 12.9
101.5 101.5 101.5 101.5
Note: Per structural engineer; 9' minimum from Respectfully Submitted
existing grade in gray sandy clay. ~~
cc: Constr. Mngmt. Group; Jeff Miller ~Juan L)na
City of Coppell; Larry Daves, Lee Stone ~
our test results & repolts ara for the exclusive use of the Client (and their designated recipients on file in our office) ad~ shall not be reproduced and/or d~sthbuted
except with express approval of ALPHA. The use of our name & test results must receive our wt'itten approval. Test recruits & reports apply only to the samples
tested and/or observed, and are not indicative of the qualities of apparenUy identical or similar specimens.
ALPHA TESTING, INC.
220~ Wisconsin ,~.. Suite 100
~ TexaS 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972(~406-8023
REPORT OF PIER MONITORING
TESTED FOR:
PROJECT:
Pier Information:
Construction Management Group
Dallas, Texas
Coppell Town Center
Coppell Texas
DATE:
OUR REPORT NUMBER
ARCHITECT:
GENERAL CONTRACTOR:
PIER CONTRACTOR:
CONCRETE SUPPLIER:
13-Sep-01
01612-12D
F.W.N.A.
C. M. G.
Lytle Conc.
Beall
Pier Designation
Date Pier Ddlled
Date Concrete Placed
Shaft Diameter- Design I Actual,
Bell Diameter - Design I Actual, in,
Top of Pier Elevation-Design / Actual, ff
Bottom of Pier Elevation-Design ! Actual, It
Deviation from Design Elevation (ft'+)
Verbcal Steel Reinforcing
Veltical Steel Tie Reinforcing
Splices {No. & Location)
Length of Casing used, ft
Depth to Beanng St~ate, It
Total Depth of Drilled Pier
Ground Surface Elevation
D.5-3.5 C-4
1 3-Sep 1 3-Sep
1 3-Sep 13-Sep
18 18 18 18
54 54 54 54
99.5 101.0
92.5 88.5 92.5 89.0
4.0 3.5
4 #6's 4 f~6's
#3's {~ 1 2" n.c. #3's ~ 1 2" n.c.
N/A N/A
N/A N/A
N/A N/A
13.0 12.5
1 01.5 1 01.5
REMARKS:
Note: Per structural engineer; 9' minimum from
existing grade in gray sandy clay.
, Respectfully Submitted
",lAIpha Testing, Inc.
cc: Constr. Mngmt. Group; Jeff Miller
City of Coppell; Lam/Daves, Lee Stone
Our test results & reports are fo~ the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed
except with express approval of ALPHA. The usa of our name & test results must receive our written approval. Test results & reports apply only to the samples
tested and/or obseP~d, and are not indicative of the qualifies of apparently identical or similar specimens.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
CONSTRUCTION MANAGEMENT GROUP
DALLAS, TEXAS
REPOR I' OF FIELD
COMPACTION TESTS
DATE 09/13/01
PROJECT
COPPELL TOWN CENTER
COPPELL, TEXAS
OUR REPORTNO.
01612-17
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDE PT~,,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
29 09/13/01 FG-1.0 1 15.5 101 16.1 100 99 1-A
30 09/13/01 FG-1.0 1 15.5 101 19.0 100 99 1-A
31 09/13/01 FG 1 15.5 101 18.5 100 99 1-A
32 09/13/01 FG 1 15.5 101 17.3 98 97 1-A
TEST LOCATION:
29 6" WATER LINE A AT STATION #0+00
30 6" WATER LINE B AT STATION #0+05
31 6" WATER LINE A AT STATION #0+10
32 6" WATER LINE B AT STATION #0+25
CC: LARRY DAVES, CITY OF COPPELL LEE STONE, CITY OF COPPELL
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D RETEST
Our test results & reports are for the exclusive use of the Client (and their designated recipients on file in our off,e) and shall not be reproduced and/or di.~'~xpress approva~f ALPHA. The use
of our name & test results must receive, our written approval Test results & reports apply only to the samples tested and/or observed, and are not ind~cat~ve of the q~r~o ~..~ or s~milar specimens.
Geotechnical Engineering · Construction Materials Testing · Enwronmental Engineering · Consulting