121 BP Phase 1-LR 990805 GEOTECHNICAL -'.!',:) ~ ~ I==;I r--'l i i F=~
EN¥ RONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
121 Business Park- Buildings B-D
601,651,701 and 751 Canyon Drive
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 36
P.O. Box 802047 REG PROJECT NO. 5607
Dallas. Texas 75380-2047 SAMPLE DATE: 08-05-99
ATTN: Mr. John Walsh TECHNICIAN: B. Ray
CONTRACTOR: Westciiffe, inc.
Location of Sample
i Set Number I Location I Quantity Represented
I 1 Bldg. #3 Footing: A/8, B/8, A/12, B/12. E/13.5 10/40
Design Information
i Source of Concrete I Mix Identification Specified Strength p.s.i.
I Lattimore 38 3000
Test Results
Set ICylinderI I Age@ ITotalLoad Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 6543 08-12-99 7 98690 3490
6543 09-02-99 28
6543 09-02-99 28
6543 Hold
Cylinder Data
Set I Cylinder Time of I I Concrete Air Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 6543 5.00 3:20 PM 98 95 4.4 7075746
Distribution: (1)The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC.
Mr. Bennett Foster
(1) Westcliffe. Inc./Mr. Charlie Johnson Original Signed By
(1) The Industrial Group/
Mr. Mac McClure Keith E. Atkins
(1) Campbell Associates/ KEA/sa
Mr. Randy Pliler
(1) City of Coppell/Building Inspections
(1) City of Coppell/Engineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
(1) Mr. Hank Metzger
.;424 ST:JTZ DR SUITE -'CC · CALLAS TX 75.235 · TE_ ?_'-1; 2.5-., .--.aZ-- · --.AX ]£1-'] 3dE' --:'[-
GEOTECHNICAL AND ~ J==J J~ LJ J=~
EN¥1~.ONt'SENT^L C, ONSULTANTS
REPORT OF FIELD DENSITY TESTS
121 Business Park - Buildings B-D
601,651,701 and 751 Canyon Drive
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 17
P.O. Box 802047 REPORT DATE: 08-05-99
Dallas, Texas 75380-2047 REG PROJECT NO. 5607
ATTN: Mr. John Walsh TECHNICIAN: R. Estep
PAGE: 1 of 2
CONTRACTOR: Westcliffe, Inc.
No. Standard Description MOisture, % DenSity, PCF
1 D-698 Reddish brown sandy clay w/gravel 9.0 127.0
2 D-698 Dark brown clay w/organics 14.0 107.5
3 D-698 Light brown sand w/trace clay and organics 9.5 117.5
4 D-698 Reddish brown sand w/gravel 10.5 115.0
5 D-698 Light brown clayey sand 9.0 118.0
6 D-698 Gray shale 24.5 92.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
108 07-20-99 Bldg 5 Pad: 10'S, 50'E (1) 1.0 123.4 9.4 1 99.1
109 Bldg 5 Pad: 5'S, 120'E (1) 1.0 122.8 10.3 1 96.6
110 Bldg 5 Pad: 205'N, 5'W (2) 1.0 123.9 9.1 1 97.5
111 Bldg 5 Pad: 140'N, 5'W (2) 1.0 122.8 9.8 1 96.6
112 BIdg 4 Pad: 5'S, 80'E (1) 2.0 115.3 10.5 5 97.7
113 Bldg 4 Pad: 5'N, 30'W (2) 1.0 126.1 9.3 1 99.7
114 Bldg 4 Pad: 5'N, 200'W (2) 1.0 125.7 9.6 1 98.9
115 BIdg 4 Pad: 5'N, 100'W (2) 1.0 125.3 10.0 1 98.6
116 Bldg 5 Lateral, STA. 0+30 6.0 115.2 10.7 5 97.6
117 Bldg 5 Lateral, STA. 0+35 3.5 114.7 11.6 5 97.2
118 BIdg 5 Lateral, STA. 0+40 1.0 115.8 10.3 5 98.1
119 Storm Line F, STA. 2+05 0.0 125.0 9.5 1 98.4
120 Storm Line F, STA. 4+20 0.0 124.3 9.8 1 97.8
121 BIdg 3 Pad: 50'S, 5'W (1) 1.0 125.8 8.6 1 99.0
122 Bldg 3 Pad: 5'N? 280'E (2) 1.0 125.2 8.4 1 98.5
123 Bldg 3 Pad: 5'N, 165'E (2) 1.0 124.9 9.3 1 98.3
124 Bldg 3 Pad: 5'N, 70'E (2) 1.0 125.8 9.1 1 99.0
125 Bldg 4 Pad: 5'S, 85'W (1) 1.0 124.2 9.4 1 97.7
126 Bldg 4 Pad: 5'S, 175'W (1) 1.0 125.5 8.7 1 98.8
127 Bldg 4 Pad: 5'S, 280'W (1) 1.0 125.3 9.3 1 98.6
i128 Bldg 4 San.Line, STA. 0+85 1.0 126.2 8.5 1 99.3
.... ~424-~-fJTZ~,. · SUITE 400 · DA_LAS TX 75235'---..--¢:~-'~21-~"35d~-~00~-FA-~[[214.~ 350 0015'
REPORT NO. 17
REPORT DATE: 08~05-99
REG PROJECT NO. 5607
PAGE: 2 of 2
.""::~ ::~::~- '::;::. :.'";;i~i. '..::. ::::::::::::::::::::::: '-DePth'"" ' i ""i;ii:::!'ii::. :. ':i:~:~.i--!!!::':'~'~:~!::.::~:~i!i-::
' "~::: .:: ":;.: : :'.. :'::.ii.-~. :':' ~' .' i:~'. ..... :: Below....~Field: :::.:Field:.~:::i::~:i::... ::~-!~;~.'~'ii~:':::~i'-~.:.:~:;
:TeStl;:':::~::.'::'~:::.~ '-.: :'."
N~ii:: Date ~i~. ::l:i.!:~:~!.Locatio.'".. . .(feet) ~ :.-
129 07-20-99 Bldg 3 Pad: 5'S, 75'W (1) 1.0 124.2 10.0 1 97.7
130 Bldg 3 Pad: 5'S, 145'W (1) 1.0 125.7 8.9 1 98.9
131 Bldg 3 San.Line, STA. 0+95 2.0 125.1 9.5 1 98.5
132 Bldg 3 San. Line, STA. 1+00 1.0 124.6 9.2 1 98.1
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
(2) Measurements referenced from S.W. building corner.
Distribution: (1) The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC.
Mr. Bennett Foster
(1) Westcliffe, Inc./Mr. Charlie Johnson Original Signed By
(1) The Industrial Group/
Mr. Mac McClure Ronald F. Reed, P.E.
(1) Campbell Associates/ KA/sa/je
Mr. Randy Pliler
(1) City of Coppell/Building Inspections
(1) City of Coppell/Engineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
GEOTECHNICAL AND G F~J r-"l I I ~
ENVIRONFIENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
121 Business Park - Buildings B-D
601,651,701 and 751 Canyon Road
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 19
P.O. Box 802047 REPORT DATE: 08-05-99
Dallas, Texas 75380-2047 REG PROJECT NO. 5607
ATTN: Mr. John Walsh DATE OBSERVED: 07-23-99
TECHNICIAN: B. Ray
PAGE: i of 1
CONTRACTOR: Westcliffe, Inc.
J Items Observed: ' -'.=..J Building 2, grade beam line E from 2 to 10 and line
2 from B to E.
J Reference Plans or Notes Used: J Structural drawings
X JThere were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Distribution: (1)The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC.
Mr. Bennett Foster
(1) Westcliffe, Inc./Mr. ChadJe Johnson Original Signed By
(1) The Industrial Group/
Mr. Mac McClure James F. Phipps, P.E.
(1) Campbell Associates/ BP/je
Mr. Randy Pliler
(1) City of Coppell/Building Inspections
(1) City of Coppell/Engineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
2'~24 STL;TZ DR · SU!TE 400 · DALLAS. -X 75235 · ~E~ ~214] 350 560C · FAX [214] 350 00;9
GEOTECHNICAL AND J~ F=J r-i I I F~
ENV!I~ONP1ENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
121 Business Park - Buildings B-D
601,651,701 and 751 Canyon Road
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 20
P.O. Box 802047 REPORT DATE: 08-05-99
Dallas, Texas 75380-2047 REG PROJECT NO. 5607
ATTN: Mr. John Walsh DATE OBSERVED: 07-27-99
TECHNICIAN: B. Ray
PAGE: 1 of 1
CONTRACTOR: Westcliffe, Inc.
J Items Observed: " J Building 2, grade beam line B from 5.5 to 10 and line
10 from B to E.
J Reference Plans or Notes Used: j Structural drawings
X JThere were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Distribution: (1) The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC.
Mr. Bennett Foster
(1) Westcliffe, Inc./Mr. Charlie Johnson Original Signed By
(1) The Industrial Group/
Mr. Mac McClure James F. Phipps, P.E.
(1) Campbell Associates/ BP/je
Mr. Randy Pliler
(1) City of Coppell/Building Inspections
(1) City of Coppell/Engineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
2424 STUTZ DR. · SUITE 400 · DALLAS TX 75235 · TEL [? 4] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND · ~ F~I I'--1 I I F~
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
121 Business Park - Buildings B-D
601,651,701 and 751 Canyon Drive
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 23
P.O. Box 802047 REPORT DATE: 08-05-99
Dallas, Texas 75380-2047 REG PROJECT NO. 5607
ATTN: Mr. John Walsh SAMPLE DATE: 07-22-99
CONTRACTOR: Westcliffe, Inc.
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Light brown sand w/trace
7 pea gravel ASTM D-698 10.0 113.0
114.0
113.0
~12.0
110.0
t--
~ 109.0
108.0
6.0 8.0 10.0 12.0 14.0
Moisture Content (%)
Distribution: (1) The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & REED ENGINEERING GROUP, INC.
Assoc./Mr. Bennett Foster
(1) Westcliffe, Inc./ Original Signed By
Mr. Charlie Johnson
(1) The Industrial Group/
Mr. Mac McClure James F. Phipps, P.E.
(1) Campbell Associates/ JFP/cdl
Mr. Randy Pliler
(1) City of Coppell/
Building Inspections
(1) City of Coppell/
Engineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
GEOTECHNICAL ~'%[:, ! [~ I~ ~ I I ~
ENVIRONMENTAL CONSULTANTS !
CONCRETE CYLINDER TEST REPORT
121 Business Park - Buildings B-D
601,651,701 and 751 Canyon Drive
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 36
P.O. Box 802047 REG PROJECT NO. 5607
Dallas, Texas 75380-2047 SAMPLE DATE: 08-05-99
ATTN: Mr. John Walsh TECHNICIAN: B. Ray
CONTRACTOR: Westcliffe, Inc.
Location of Sample
ISet Number I Location I Quantity Represented
1 Bldg. 3 Footings: A/8. B/8. A/12. B/12. E/13.5 10/4
Design Information
i Source of Concrete I Mix Identification Specified Strength p.s.i.
~ Lattimore 38 3000
Test Results
Set I CylinderI [ Age @ Total Load Compressive Average Strength
No. ID Date Tested Test lbs. Strength p.s.i. . p.s.i.
1 6543 08-12-99 7 98690 3490
6543 09-02-99 28 121930 4310
i 6543 09-02-99 28 123000 4350 4330
~ 6543 Hold H
Cylinder Data
Set J Cylinder I Timeof I Concrele Air t Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 6543 5.00 3:20PM 98 95 4.4 7075146
Distribution: (1) The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & Associates/ REED I-'NGINEERING GROUP, INC.
Mr. Bennett Foster
(1) Westcliffe. Inc./Mr. Charlie Johnson Origin~,l Signed By
(1) The Industrial Group/
Mr. Mac McCiure Keith E Atkins
(1) Campbell Associates/ KEA/sa/rt
Mr. Randy Pliler
(1) City of Coppell/Building Inspections
(1) City of Coppell/Engineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
(1) Mr. Hank Metzger
24.24 $-UTZ -R SC -= 4ZZ · D-'--AS -X ~.-'.235 · TEL Z2'4Z 3~'; 5-.".'.33 · F.c,X Z£'4Z 3CC 37:'c,