121 BP Phase 1-LR 990826 (~EOTECHNICAL AND
ENV~P, ONHENTAL 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. 43
P.O. Box 802047 REPORT DATE: 08-26-99
Dallas, Texas 75380-2047 REG PROJECT NO. 5607
ATTN: Mr. John Walsh DATE OBSERVED: 08-13-99
TECHNICIAN: V. McManis
PAGE: 1 of I
CONTRACTOR: Westcliffe, Inc.
Items Observed: J Building 3 (701 Canyon Drive) grade beam, line B
from 13 to 18, line 18 from B to E and line E from 16 to
18.
Reference Plans or Notes Used: I Structural drawings.
J List Deviations Noted: J 1) Number 3 stirrups laying loose at corner of 18-B.
2) Pier caps had dirt and debris on them.
The noted deviations were reported to: Superintendent
J X JThe noted deviations were corrected.
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/ KA/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 ST..;-Z .~,~-.. · SLIT-': ~,00 · DALLAS. -X 75235 · TEL ;,~'4] 350, 560,3 · FAX [214] 350 COlc) J
GEOTEC-INICALAND ~ ~ r-'l I I ~
EN',~ RONI'"ENTAL CONSUL-ANTS
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. 48
P.O. Box 802047 REPORT DATE: 08-26-99
Dallas, Texas 75380-2047 REG PROJECT NO. 5607
ATTN: Mr. John Walsh DATE OBSERVED: 08-16-99
TECHNICIAN: H. Johnson
PAGE: 1 of 1
CONTRACTOR: Westcliffe. Inc.
Items Observed: I Footing for Bldg. #4 - 651 Canyon Drive
Grid Lines: A.1-3.5, B-3.5, A.1-7.5, D-7.5, A.1-9, B-9
Reference Plans or Notes Used: I Sheet S3.01 (Detail 01 and 02)
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.
(I) Campbell Associates/ j FP!KEA/~eb
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 DP,, · SJ TE :0'3 · DALLAS TX 7EZ25 · TE_ ~2'4~ 252 560'-' · =~'X ~21c~ 352:2'9
GEOTECHNIC~'L AND I~ R I--'1 I I p
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. 64
P.O. Box 802047 REG PROJECT NO. 5607
Dallas. Texas 75380-2047 SAMPLE DATE: 08-26-99
ATTN: Mr. John Walsh TECHNICIAN: H. Johnson
Page 1 of 2
CONTRACTOR: Westcliffe. Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Bldg. #4 Slab. Gridline B-C x 10-9 20~470
2 Bldg. #4 Slab. Gridline D-E x 8-7 120/470
3 Bldg. #4 Slab. Gridline A-B x 6-5 240/470
4 Bldg. #4 Slab. Gridline C-D x 4-3 330/470
5 BIdg #4 Slab. Gridline A-B x 2-1 410/470
Design Information
Source of Concrete I Mix Identification I
Specified
Strength
p.s.i.
Lattimore 18 4000
Test Results
Set Cylinder Age (~ Total Load Compressive I Average Strength
No. ID Date Tested Test lbs. Strength p.s.i. I p.s.i.
1 7065 09-02-99 7 92680 3280
7065 09-02-99 7 94330 3340 3310
7065 09-23-99 28 118590 4190
7065 09-23-99 28 117310 4150 4170
7066 09-02-99 7 99300 3420 3380
7066 09-23-99 28 118580 4190
7066 09-23-99 28 120160 4250 4220
3 7067 09-02-99 7 93390 3300
7067 09-02-99 7 94450 3340 3320
7067 09-23-99 28 112980 4000
7067 09-23-99 28 113420 4010 40!0
4 7068 09-02-99 7 116460 4120
7068 09-02-99 7 118540 4190 4160
7068 09-23-99 28 143810 5090
7068 09-23-99 28 146000 5150 5120
2-'-2-; ~.TI..TZ 3R · $:.1 -E -:C'::: · 2:A~AS -X 7523E * -_--_ ~2'4: :~:' t-a-' · FAX :2'4] 2.5? .:.':=':'
.Set ':Cylinder-I.. ': '-' ........ Ii:: :Age~ ''['TOtalLoad I CompresSive I AVerage Strength
No, !'::: ID!:. [;;:-DateTeSted;i' ' 'Test lbs. ' strengthp.s;i, -.. '; p.s.i.-
5 7069 09-02-99 7 118000 4170
7069 09-02-99 7 114960 4070 4120
7069 09-23-99 28 140970 4990
7069 09-23-99 28 140080 4950 4970
Cylinder Data
-No. " .ID Slump Sample Air Temp.. ' :Temp. Entrainment Number -'
1 7065 5.00 3:00 AM 78 83 N/A 3090746
2 7066 5.50 3:50 AM 78 86 N/A 3090756
3 7067 4.50 6:00 AM 80 88 N/A 1168522
4 7068 5.00 6:55 AM 81 90 N/A 3090763
5 7069 4.50 8:15 AM 82 90 N/A 6105342
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