121 BP Phase 1-LR 991007 GEOTECFINIC.:,L Ah, 3 ~ ~ []] U ~=m
ENWqONMENTAL C~NSUL~'~ NTS
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. 90
P.O. Box 80:2047 REG PROJECT NO. 5(307
Dailas. Texas 75380-2047 SAMPLE DATE: 10-07-99
ATTN: Mr. John Welsh TECHNICIAN: E. Rico
CONTRACTOR: Westcliffe, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Paving: 120'S. 800'W of NE Property Corner 10/580
2 Paving: 80'S. 760'W of NE Property Corner 110/580
3 Paving: 70'S. 650'W of NE Property Corner 210/580
4 Paving: 70'S. 590'W of NE Property Corner 320/580
5 Paving: 70'S. 500'W of NE Property Corner 420/580
6 Pawng: 90'S, 450'W of NE Property Corner 540/580
Design Information
Source of Concrete I Mix Identification Specified Strength p.s.i.
Lattimore 42 4000
Test Results
Set I CylinderI Age(~ Total Load Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.
1 8533 ! 0-14-99 7 93150 3290
8533 I 1-04-99 28 114190 4040
8533 11-04-99 28 115860 4100 4070
8533 Hold
2 8534 10-14-99 7 89750 3170
8534 11-04-99 28 121230 4290
8534 11-04-99 28 124030 4390 4340
8534 Hold
3 8535 10-14-99 7 98040 3470
8535 11-04-99 28 122780 4340
8535 11-04-99 28 129650 4590 4470
8535 Hold
4 8536 10-14-99 7 90790 3210
8536 11-04-99 28 121420 4290
8536 11-04-99 28 114880 4060 4! 80
8536 Hold
2.4'2z ST~=TZ DR S~..If.L .:'ZZ · Z;,.LL'-S ;*, -~]~E - TFI. ]£'-:'. Z(;L L~.]:]. · :--'->. JV',:' 3L--
Set-cylinder-Ii ..... -- I Age@---ITotal:Loadl Cqmpressi~e l.AVerage. Strength
No. ,-i.. tD :- Date Tested :''! .... Test lbs. ' Strength p.$;i, i p.s.i.
5 8537 10-14-99 7 118460 4190
8537 11-04-99 28 142750 5050
8537 11-04-99 28 141410 5000 5030
8537 Hold
6 8538 10-14-99 7 116000 4100
8538 11-04-99 28 145840 5160
8538 11-04-99 28 149180 5280 5220
8538 Hold
Cylinder Data
Set:ii[ 'Cylinder I :.;:.:.i::::.':i ii:.:?!me of -::-' Concrete::." Ail;: . '"1.:. Ticket
No. "f -:-ID'::: Slump ......;Sample AirTemp. ' Temp. Entrainment-I ..Number.
1 8533 4.00 3:10 AM 63 68 N/A 3093044
2 8534 4.50 3:50 AM 64 68 N/A 3093052
3 8535 4.00 4:40 AM 63 69 N/A 3093061
4 8536 5.25 6:00 AM 64 69 N/A 3093067
5 8537 4.25 6:40 AM 65 70 N/A 7078185
6 8538 3.50 7:45 AM 66 70 N/A 7078192
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
GEOTECH%ICA- AND ~ I:==l r-'l I I ~
EN','!RON~ ENTA_ CONSULTAr,,TS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
121 Business Park
601,651,701 and 751 Canyon Road
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 77
P.O. Box 802047 REPORT DATE: 10-07-99
Dallas, Texas 75380-2047 REG PROJECT NO. 5607
ATTN: Mr. John Walsh DATE OBSERVED: 09-14-99
TECHNICIAN: B.Ray
PAGE: 1 of 1
CONTRACTOR: Westcliffe, Inc.
Items Observed: I Foundation slab, building 5 (601 Canyon Drive)
Reference Plans or Notes Used: I Structural drawings.
i X IThere 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/ JFP/je
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-"24 STU-Z DR SJ.TE .:.',S · D~.LLAS -x 75235 · -EL ]2'4] 353 58S2 · FAX [2'4] 352 0Olg-