121 BP Phase 1-LR 990903 GEOTECHN~CAL "...kD I~i F:=J r~ I I i:~
ENV'.P, ONHENTAL 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. 74
P.O. Box 802047 REG PROJECT NO. 5607
Dallas, Texas 75380-2047 SAMPLE DATE: 09-03-99
ATTN: Mr. John Walsh TECHNICIAN: F. Steadman
CONTRACTOR: Westcliffe. Inc.
Location of Sample
~ Set Number J Location J Quantity Represented
· 1 Bldg. #5 Grade Beam. Line B-2 to B-4.5 10/50
Design Information
JSource of Concrete J Mix Identification J Specified Strength p.s.i.
Lattimore 18 4000
Test Results
Set JCy,inderJ Age@ JTota, LoadJ Compressive IAverageStrength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 7353 09-10-99 7 83920 2970
7353 10-01-99 28 111540 3950
7353 10-01-99 28 111860 3960 3960
7353 10-29-99 56 128640 4550
Cylinder Data
SetJ Cylinder I J Timeo, J Concrete J Air Ticket
No. ID Slump Sample Air Temp. Temp. Entraittment Number
1 7353 6.00 1:35 PM 82 90 N/A 7076606
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 ST;JTZ DR · SUITE 4_'_~ · D-'-.LLAS TX -~;-35 · TEL [2'~= 35S E-~ZZ · FAX ~2'4J 3'--.3 --:'E'
GEOTECHNIC:L AND ~ F=~ r-'l I I F~
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. 74
P.O. Box 802047 REG PROJECT NO. 5607
Dallas, Texas 75380-2047 SAMPLE DATE: 09-03-99
ATTN: Mr. John Welsh TECHNICIAN: F. Steadman
CONTRACTOR: Westcliffe. Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Bldg. #5 Grade Beam. Line B-2 to B-4.5 10/50
Design Information
Source of Concrete I Mix Identification 1 Specified Strength p.s.i.
Lattimore 18 4000
Test Results
Se, IC~,,n~rI Age(~ TotalLoadI Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 7353 09-10-99 7 83920 2970
7353 10-01-99 28 111540 3950
7353 10-01-99 28 111860 3960 3960
7353 10-29-99 56
Cylinder Data
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 7353 6.00 1:35 PM 82 90 N/A 7076606
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
2-:'2,4 STL:TZ DR SU'JTE 4-- · D~'LL-'-S TX -~22-2. · TFI ~.-.',:'' 3.-Z-Z 53'3'--: · FAX ~2'-'-] 3E"-' -'-:C.'":