Town Center L1B2-LR 980506EOTECHNICAL
E[NGINEERING
J E JNVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 6, 1998 Date Concrete Placed: April 23, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #41
Piers
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 3
Project No.: 298-0165
MATERIALS Sourc*: $SD Batch w~. INSPECTION DATA
Description (Lbs/CuYdi
Mix Number: 9506 Time Sample Batched: 11:44 am
Cement: Time Sampled: 12:15 pm
Sample Location: Piers: E-l: F-l; G-I
Fly Ash: Truck/Ticket No: 805/1033155
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 70°F
Fine Aggregate: Concrete Range: 80°F
Slump Range (inches): I V~"
Admixtures: Weather Conditions: Clear
I Time Started: 09:00 am
2 Time Completed: 02:30 pm
Added Water: 5 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Numt~r Slump tin.) IDays} Tested (Lbs.) (l..bs./Sq.ln.}
CTC 9 7 04/30/98 95,440 3,380
CTC 10 28 05/21/98
ll/z"
CTC 11 28 05/21/98
CTC 12 H Hold
Test Methods Unlized Fracture Regular Cylinders Made By: AS
ASTM C-31.C-39.C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
cook, tarts, :~c. ~"~"'"~Lff*i~~)lj '
All letters and reports are fro' the exclusive use of the client to whom they are addressed and shall not be r thont the full approval of GEE Consultants, Inc. The use of our ~'.ame must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and ate nol necessarily indicative oftbe quantities of apparently identical or similar products.
jEOTECHNICAL
GEE 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:
May 6, 1998
Ewing Properties
Town Center Shopping
Coppell, Texas
Straight Shaft Piers
Visual Observation
Inspection Date: April 30, 1997
Pier Inspection Report No. 4
Page Number:
Project Number:
Page 1 of 2
298-0165
Depth
to
Pier Shaft Bearing Req'd. Actual Total Bearing Casing
# Size Strata Peru. Pent. Depth Material Depth Remarks
J.1-3 54" N/A N/A N/A 5.8' Tan Sand N/A Clean, Dry, Plumb
K-3 54" N/A N/A N/A 8.1' Tan Sand N/A Clean, Dry, Plumb
H.4-3 54" N/A N/A N/A 5.3' Tan Sand N/A Clean, Dry, Plumb
G.6-3 54" N/A N/A N/A 5.1' Tan Sand N/A Clean, Dry, Plumb
F.7-3 54" N/A N/A N/A 5.1' Tan Sand N/A Clean, Dry, Plumb
K-1.9 54" N/A N/A N/A 8.5' Tan Sand N/A Clean, Dry, Plumb
K-1 54" N/A N/A N/A 8.0' Tan Sand N/A Clean, Dry, Plumb
K-12 36" N/A N/A N/A 7.5' Tan Sand N/A Clean, Dry, Plumb
J.7-3.2 2A" N/A N/A N/A 8.5' Tan Sand N/A Clean, Dry, Plumb
J.9-3.2 24" N/A N/A N/A 8.2' Tan Sand N/A Clean, Dry, Plumb
Consult_sots, Inc. Project No. 298-0165; Report No. 4 Page 2 of 2
Depth
to
Pier Shaf~ Bearing Req'd. Actual Total Bearing Casing
# Size Strata Pent. Pent. Depth Material Depth Remarks
SW 24" N/A N/A N/A 12.6' Tan Sand N/A Clean, Dry, Pltmalo
CRNR*
SE 24" N/A N/A N/A 12.8' Tan Sand N/A Clean, Dry, Plumb
CRNR*
NE 24" N/A N/A N/A 13.0' Tan Sand N/A Clean, Dry, Plumb
CRNR*
NW 24" N/A N/A N/A 12.2' Tan Sand N/A Clean, Dry, Plumb
CRNR*
* Dumpster
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)
Our letters and reports are tbr the excltt.aive use or' the client to whom they are addressed. The use of our namem~Yeceive our prior written approval. Our letters and~ports apply only to the sample tested and/or
i~pected, and are not necessarily indicative of the quantities of apparently identical or similar products.
EOTECHNICAL
E NGINEERING
E ] NVIRONMENTAL
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:
May 6, 1998
Ewing Properties
Town Center Shopping
Coppell, Texas
Straight Shaft Piers
Visual Observation
Inspection Date: April 29, 1997
Pier Inspection Report No. 3
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
B-3-3 54" N/A N/A N/A 10.6' Tan Sand N/A Clean, Dry, Plumb
A.9-2.6 54" N/A N/A N/A 13.3' Tan Sand N/A Clean, Dry, Plumb
A.7-2 54" N/A N/A N/A 12.5' Tan Sand N/A Clean, Dry, Plumb
A.5-1.5 54" N/A N/A N/A 12.0' Tan Sand N/A Clean, Dry, Plumb
A3.1-1.2 54" N/A N/A N/A 12.0' Tan Sand N/A Clean, Dry, Plumb
A.3-1 54" N/A N/A N/A 8.2' Tan Sand N/A Clean, Dry, Plumb
E.8-3 54" N/A N/A N/A 6.4' Tan Sand N/A Clean, Dry, Plumb
D.9-3 54" N/A N/A N/A 6.0' Tan Sand N/A Clean, Dry, Plurab
D.1-3 54" N/A N/A N/A 5.6' Tan Sand N/A Clean, Dry, Plumb
C.2-3 54" N/A N/A N/A 5.8' Tan Sand N/A Clean, Dry, Plumb
G-2 54" N/A N/A N/A 5.1' Tan Sand N/A Clean, Dry, Plumb
H-2 54" N/A N/A N/A 5.2' Tan Sand N/A Clean, Dry, Plumb
J-2 54" N/A N/A N/A 5.1' Tan 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 Q~/~a. ~
I nl tothe
Our I~tters and reports are for the exclusive use of the client to whom they are addl~ased. Tim use of ot/~lt~ must receive om' prior written approval. Our letters andr~on.~ apg y o y sample test*d and/or
iuspcctnd, and ar~ not nece~arily indicative of the quantities of apparently ideotical or similar products.