121 BP Phase 1-LR 991028 GEOTECHNICAL AND I~ R I"-1 I I FTM
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. 112
P.O. Box 802047 REG PROJECT NO. 5607
Dallas, Texas 75380-2047 SAMPLE DATE: 10-28-99
A'I'TN: Mr. John Welsh TECHNICIAN: S. Holiday
CONTRACTOR: Westcliffe, Inc.
Location of Sample
Set Number I Location I Quantity Represented
I Footing C-10.9, Bldg #2 2/2
Design Information
! Source of Concrete I Mix Identification I Specified Strength p.s.i.
I Lattimore 46 3000
Test Results
Set I CylinderI Agel~ Total Load Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 9382 11-01-99 3 72900 2580
9382 11-04-99 7 89990 3180 2880
9382 11-25-99 28 123400 4370
i 9382 11-25-99 28 120080 4250 4310
Cylinder Data
Set I Cylinder I Time of I Concrete Air Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 9382 5.00 5:10 PM 80 82 N/A 7079198
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
2424 STUTZ ,DR · SU'TE 400 · DA_-AS TX 7522,5 · TE_ 12',4] 25.~ !~---- · =AX ~2'-'-~ .~-~ 3:~'~-
GEOTECHNIC~L AND ~ F=I r-i U F::3
ENV ~ONt4ENTAL 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. 111
P.O. Box 802047 REG PROJECT NO. 5607
Dallas. Texas 75380-2047 SAMPLE DATE: 10-28-99
ATTN: Mr. John Walsh TECHNICIAN' J, Baradziej
CONTRACTOR: Westcliffe. Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Paving: 75'S. 150'W of SE Corner of Bldg. "C" 90/500
2 Paving: 50'S. 120'W of SE Corner of Bldg. "C" 170/500
3 Paving: 60'S. 60'W of SE Corner of Bldg. "C" 230/500
4 Paving: 40'S. 20'E of SW Corner of Bldg. "D" 330/500
5 Paving: 70'S. 80'E of SW Corner of Bldg."D" 420/500
Design Information
Source of Concrete I Mix Identification I Specified Strength p.s.i.
I Lattimore 42 4000
Test Results
Set CylinderI Age~ Total Load Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 9331 11-04-99 7 105330 3730
9331 11-25-99 28 128020 4530
9331 11-25-99 28 136230 4820 4680
9331 Hold
2 9332 11-04-99 7 102230 3620
9332 11-25-99 28 126360 4470
9332 11-25-99 28 127750 4520 4500
9332 Hold
3 9333 11-04-99 7 95440 3380
9333 11-25-99 28 123350 4360
9333 11-25-99 28 123970 4390 4380
9333 Hold
4 9334 11-04-99 7 91370 3230
9334 11-25-99 28 117390 4150
9334 11-25-99 28 115280 4080 4120
9334 Hold
5 9335 11-04-99 7 90800 3210
9335 11-25-99 28 114840 4060
9335 11-25-99 28 114310 4050 4060
9335 Hold
2424 S-riTZ DR SU'TE 4:_* · CALLAS '~X -~Z3~ · TE_ ;£'4' 3._=,_* ~=53£, · FAX ~2'4~ 35.'_' 33'9
Cylinder Data
SlumP;'i'l:::samp!e . AirTemp. Temp. I'.Entrainment-' 'Nu'mber
1 9331 5.00 4:15 AM 58 73 4.25 3093960
2 9332 5.00 5:00 AM 58 75 5.0 3093966
3 9333 5.00 5:50 AM 58 75 4.25 3093972
4 9334 5.00 7:00 AM 55 75 4.5 3093983
5 9335 5.00 9:00 AM 63 75 5.0 3094001
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
GEGTECHNICAL AND ~ F:;I I-"1
ENV-RONMENTAL CONSULTAI~TS
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. 112
P.O. Box 802047 REG PROJECT NO. 5607
Dallas. Texas 75380-2047 SAMPLE DATE: 10-28-99
ATTN: Mr. John Walsh TECHNICIAN: S. Holiday
CONTRACTOR: Westcliffe. Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Footing C-10.9. Bldg #2 2/2
Design Information
i Source of Concrete I Mix Identification Specified Strength p.s.i.
i Lattimore 46 3000
Test Results
Set I Cylinder I Age ~ Total Load Compressive Average Strength
No.I ID I Date Tested Test lbs. Strength p.s.i, p.s.i.
1 9382 11-01-99 3 72900 2580
9382 11-04-99 7 89990 3180 2880
9382 11-25-99 28
9382 11-25-99 28
Cylinder Data
Set I Cylinder Time of I Concrete I Air ! Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment i Number
1 9382 5.00 5:10 PM 80 82 N/A 7079198
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 Construcbon/
Mr. Brian Holdgate
(1) Mr. Hank Metzger
2424 STUTZ DR SUITE zOO · DA:-'-AS TX 75';35 · TE_ [214] .~'.'fi ~6ZZ · =;'.X [2'4[ 35: Zi'E-
GEOTECHNICALAND ~ ~ r-~ I I i~z
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. 111
P.O. Box 802047 REG PROJECT NO. 5607
Dallas, Texas 75380-2047 SAMPLE DATE: 10-28-99
ATTN: Mr. John Walsh TECHNICIAN: J. Baradziej
CONTRACTOR: Westcliffe, Inc.
Location of Sample
1 Paving: 75'S, 150'W of SE Corner of Bldg. "C" 90~500
2 Paving: 50'S, 120'W of SE Corner of Bldg. "C" 170/500
3 Paving: 60'S, 60'W of SE Comer of Bldg. "C" 230/500
4 Paving: 40'S, 20'E of SW Corner of Bldg. "D" 330/500
5 Paving: 70'S, 80'E of SW Comer of Bldg."D' 420/500
Design Information
I Lattimore 42 4000
Test Results
,
1 9331 11-04-99 7 105330 3730
9331 11-25-99 28
9331 11-25-99 28
9331 Hold
2 9332 11-04-99 7 102230 3620
9332 11-25-99 28
9332 11-25-99 28
9332 Hold
3 9333 11-04-99 7 95440 3380
9333 11-25-99 28
9333 11-25-99 28
9333 Hold
4 9334 11-04-99 7 91370 3230
9334 11-25-99 28
9334 11-25-99 28
9334 Hold
5 9335 11-04-99 7 90800 3210
~ 9335 11-25-99 28
'" 9335 11-25-99 28
9335 Hold
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
~linder Data
1 9331 5.00 4:15 AM 58 73 4.25 3093960
2 9332 5.00 5:00 AM 58 75 5.0 3093966
3 9333 5.00 5:50 AM 58 75 4.25 3093972
4 9334 5.00 7:00 AM 55 75 4.5 3093983
5 9335 5.00 9:00 AM 63 75 5.0 3094001
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 CoppelllBuilding Inspections
(1) City of CoppelllEngineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
(1) Mr. Hank Metzger