Town Center L1B2-LR 980424GEE Consultants, Inc.
10046 Monroe Drive
Dallas, Texas 75229
· (214) 352-5433 · Fax (214) 352-6972
PIER INSPECTION REPORT
Report Date:
Cliem:
Project:
Identification:
Method of Test:
April 24, 1998
Ewing Properties
Town Center Shopping
Coppell, Texas
Straight Shaft Piers
Visual Observation
Inspection Date: April 22, 1997
Pier Inspection Report No. 1
Page Number: Page 1 of 1
Project Number: 298-0165
Depth
to
Pier Shaft Bearing Req'd. Actual Total Bearing Casing
# Size Strata Pent. Pent. Depth Material Depth Remarks
A.7-1.5 36" 7'9" 5' to 10' 5" 8'2" Light Brown Sand N/A Clean, Dry, Plumb
B.2-1.5 36" 7'0" 5' to 10' 4" 7'4" Light Brown Sand N/A Clean, Dry, Plumb
B.8-1.5 36" 6'9" 5' to 10' 7" 7'4" Light Brown Sand N/A Clean, Dry, Plumb
C.7-1.5 36" 6'9" 5' to 10' 7" 7'4" Light Brown Sand N/A Clean, Dry, Plumb
D.5-1.5 36" 7'1" 5' to 10' 4" 7'5" Light Brown Sand N/A Clean, Dry, Plumb
E.25-1.5 36" 7'2" 5' to 10' 4" 7'6" Light Brown Sand N/A Clean, Dry, Plumb
F.2-1.5 36" 7'1" 5' to 10' 6" 7'7" Light Brown Sand N/A Clean, Dry, Plumb
F.8-1.5 36" 6'1" 5' to 10' 2'2" 8'3" Light Brown Sand N/A Clean, Dry, Plurab
G.7-1.5 36" 6'0" 5' to 10' 1'2" 7'2" Light Brown Sand N/A Clean, Dry, Plumb
H,4-1.5 36" 7'2" 5' to 10' 11" 8'1" Light Brown Sand N/A Clean, Dry, Plumb
A.3-1.5 36" 5'11" 5' to 10' 3'3" 9'2" Light Brown Sand N/A Clean, Dry, Plumb
A.7-1.0 54" 5'11" 5' to 10' 6" 6'5" Light Brown Sand N/A Clean, Dry, Plumb
B-1.0 54" 6'3" 5' to 10' 4" 6'7" Light Brown Sand N/A Clean, Dry, Plumb
C-1.0 54" 5'6" 5' to 10' 5" 5'11" Light Brown Sand N/A Clean, Dry, Plumb
D-1.0 54" 5'11" 5' to i0' 7" 6'6" Light Brown Sand N/A Clean, Dry, Plumb
cc: Mr. John Maggiore - Ewing Properties ...._xMr. Eric Royal - Royal General Contractors(2)
Mr. Hank Quigg - Richmond Group ~~.i~ :i~i~~(~2)'
Mr. Steve Dial - Hunt Joiner Engineering
Our letters and reporls are for the exclusive use of fl~ client m whom they ar~ addressed. The use ot I only to the sample t~aled and/~'
inspected, and ase not necessarily indicative of the quantities of apparently identical cw similar products.
EOTECHNICAL
GEE Consultants, Inc.
10046 Monroe Drive
Dallas, Texas 75229
· (214) 352-5433 · Fax (214) 352-6972
PIER INSPECTION REPORT
Report Date:
Client:
Project:
Identification:
Method of Test:
April 24, 1998
Ewing Properties
Town Center Shopping
Coppell, Texas
Straight Shaft Piers
Visual Observation
Inspection Date: April 23, 1997
Pier Inspection Report No. 2
Page Number: Page 1 of 1
Project Number: 298-0165
Depth
to
Pier Shaft Bearing Req'd. Actual Total Bearing Casing
# Size Strata Pent. Pent. Depth Material Depth Remarks
E-1 54" N/A 5' to 10' N/A 7'0" Tan Clayey Sand N/A Clean, Dry, Plumb
F-1 54" N/A 5' to 10' N/A 6'6" Tan Clayey Sand N/A Clean, Dry, Plumb
G-1 54" N/A 5' to 10' N/A 7'0" Tan Clayey Sand N/A Clean, Dry, Plumb
H-1 54" N/A 5' to 10' N/A 7'1" Tan Clayey Sand N/A Clean, Dry, Plumb
J-1 54" N/A 5' to 10' N/A 7'2" Tan Clayey Sand N/A Clean, Dry, Plumb
B-2 54" N/A 5' to I0' N/A 6'5" Tan Clayey Sand N/A Clean, Dry, Plumb
C-2 54" N/A 5' to 10' N/A 5'7" Tan Clayey Sand N/A Clean, Dry, Plumb
D-2 54" N/A 5' to 10' N/A 5'5" Tan Clayey Sand N/A Clean, Dry, Plumb
F-2 54" N/A 5' to 10' N/A 6'3" Tan Clayey Sand N/A Clean, Dry, Plumb
CC:
Mr. John Maggiore - Ewing Properties
Mr. Eric Royal - Royal General Contractors (2)
Mr. Hank Quigg - Richmond Group
Mr. Larry Davis - City of Coppell (2)
Mr. Steve Dial - Hunt Joiner Engineering
Our letters and reports are for the exclusive u.~ of the client to whom they arc address4xl. The use af our nan~ must r~ccivc tmr prior written approval. Our I~tt~rs andr~ports apply only to the sample t~stn,J and/or
insl~ctc-xl, and ar~ not necessarily indicative of the quantities of apparently identical or similar prodecta.