121 BP Phase 1-LR 991112 ENV!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. 122
P.O. Box 802047 REG PROJECT NO. 5607
Dallas. Texas 75380-2047 SAMPLE DATE: 11-12-99
ATTN: Mr. John Walsh TECHNICIAN: P. Houston
CONTRACTOR: Westcliffe, Inc.
Location of Sample
Set Number I Location I Quantity Represented
, 1 Bldg.#5 Panels: #40. #23, #42 40/100
Design Information
Source of Concrete I Mix Identification Specified Strength p.s.i.
Lattimore 17 3500
Test Results
Set I CylinderI Age(~ I TotalLoad Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 9933 11-19-99 7 123980 4390
9933 12-10-99 28 153760 5440
9933 12-10-99 28 146530 5180 5310
9933 Hold
Cylinder Data
Set I Cylinder I TinleofI I Concrete Air i Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 9933 5.00 10:45 AM 78 80 5.0 7079832
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/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?- STjTZ %'R SLITE 4Z; · ~-'LL..'-S TX -~Z2~ · TEl. [2'.:'I '_-'-_:C C-Z.~'.' · FAX iZ'4; 2.5'_-: .-..'..'~,
GEOTECHNICAL A,%D ! ~ R r-'l U P
ENV RONI~IENTAL 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. 122
P.O. Box 802047 REG PROJECT NO. 5607
Dallas, Texas 75380-2047 SAMPLE DATE: 11-12-99
ATTN: Mr. John Welsh TECHNICIAN: P. Houston
CONTRACTOR: Westcliffe, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Bldg.#5 Panels: ~40. #23. #42 40/100
Design Information
ISource of Concrete I Mix Identification I Specified Strength p.s.i.
Lattimore 17 3500
Test Results
Set ] CylinderI I Age~ Total Load Compressive Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 9933 11-19-99 7 123980 4390
9933 12-10-99 28
9933 12-10-99 28
9933 Hold
Cylinder Data
Set[Cylinder I Timeof I Concrete I Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 9933 5.00 10:45 AM 78 80 5.0 7079832
Distribution: (1) The Industrial Group/ Submitted by:
Mr. John Welsh
(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/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
2424 STU-Z DR · SUITE 4CC · DALLAS. TX 75235 · TEL [2'4] 2'~3 .=.~ZZ · FAX ~21.4'~
GEOTECHNICAL AND
ENVIRONi~ENTA~ CONSULTANTS
REPORT OF LABORATORY COMPAOTION TEST
121 Business Park - Buildings B-D
601,651,701 and 751 Canyon Drive
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 114
P.O. Box 802047 REPORT DATE: 11-12-99
Dallas, Texas 75380-2047 REG PROJECT NO. 5607
ATTN: Mr. John Walsh SAMPLE DATE: 11-02-99
CONTRACTOR: Westcliffe, Inc.
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Reddish brown clayey
8 sand w/gravel ASTM D-698 9.5 121.0
121.0 .......... ~m
~'o 120.0
~ 119.0
--~ 118.0 --- i
~? 117.0 ............
:::) 115.0 ...... , ........!'
114.0 '
5.5 7.5 9.5 11.5
Moisture Content (%)
Distribution: (1) The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC.
Mr. Bennett Foster
(1) Westcliffe, Inc./ Original Signed By
Mr. Charlie Johnson
(1) The Industrial Group/ James F. Phipps, P.E.
Mr. Mac McClure JFP/cdl
(1) Campbell Associates/
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
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