Coppell Comm 1R3-LR040618REPORT NO. 27
REPORT DATE: 06-18-04
REG PROJECT NO. 11150
PAGE: 2of2
Date Pier No.
)5-27-04
06-01-04
Pier Diameter Bell Diameter Depth Before Final Depth Concrete
(inches) (inches) Bell (feet) of Pier (feet) Length (feet)
F.6-8.7 24 60 12.3 12.4 12.4
F.6-9.3 24 60 12.0 12.3 12.3
F.6-9.8 24 60 12.4 12.4 12.4
F.6-10.3 24 60 12.0 12.0 12.0
F.6-10.7 24 60 12.6 12.7 12.7
F.6-11 24 60 12.0 12.2 12.2
F.4-11 24 60 12.0 12.0 12.0
E.1-11 24 60 12.3 12.4 12.4
E.5-11 24 60 13.0 14.0 14.0
D.9-11 24 60 11.5 11.7 11.7
D.3-11 24 60 9.6 9.8 9.8
D-11 24 60 9.4 9.5 9.5
D-10.3 24 60 9.3 9.5 9.5
D-9.7 24 60 9.4 9.6 9.6
D-9 24 60 9.0 9.2 9.2
C.4-9 24 60 8.8 9.2 9.2
B.7-9 24 60 8.3 8.4 8.4
B.2-9 24 60 8.1 8.1 8.1
A.7-9 24 60 10.0 10.1 10.1
Mail
Distribution: (1) Pritchard Associates/Mr. Brett Ratliff
(1) McFadden & Miller/
Mr. Jon Jacobson
(1) Azimuth Architecture/Mr. John Taylor
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Ronald F. Reed, P.E.
MB/cn
GEOTECHNICAL AND r~ F~I r-1 U ~
ENVIRONI~ENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Royal Park
Freeport Parkway and Burns Street
Coppell, Texas
REPORTED TO: Hay & Jones
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
ATTN: Mr. Brett Ratliff
REPORT NO. 46
REG PROJECT NO. 11150
SAMPLE DATE: 06-18-04
TECHNICIAN: P. Becerra
CONTRACTOR: McFadden & Miller
Location of Sample
Set Number I Location I Quantity Represented
1 Floor slab: 227'S, 106'E of N.W. building corner 80/450
Design Information
Source of Concrete I Mix Identification I Specified Streiig~h p.s.i.
TXI 47 3500
Test Results
Set CylinderI Age@ I Total Load Compressive Average
N1' I ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
9176 06-25-04 7 117020 4140
9176 07-16-04 28 159520 5650
9176 07-16-04 28 149130 5280 5470
Cylinder Data
SetI Cylinder Time of ConcreteI Air Ticket
N1o. ID Slump Sample Air Temp. Temp. Entrainment Number
9176 4.40 7:45AM 71 76 N/A 3550814
Mail
Distribution: (1) Pritchard Associates/Mr. Brett Ratliff
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Azimuth Architecture/Mr. John Taylor
Submitted by:
REED ENGINEERING GROUP, LTD.
Odginal Signed By
Keith Atkins
Manager, C.M.T.
KEA/je
2424STUTZ DR. · SUITE400 * DALLAS, TX 75235 · TEL[214]3505600 * F^X[214] 3500019
F=1 E~E~'r'~ J ~' I"-I I"~ I r'lJ~ ~:=' I~111"-11:~
GEOTECHNICALAND j:~ j~j ~ I I F~
ENVIRONHENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Royal Park
Freeport Parkway and Burns Street
Coppell, Texas
REPORTED TO: Hay & Jones
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
ATTN: Mr. Brett Ratliff
REPORT NO. 45
REG PROJECT NO. 11150
SAMPLE DATE: 06-17-04
TECHNICIAN: P. Becerra
CONTRACTOR: McFadden & Miller
Lec_~tion of Sample
Set Number I Location I Quantity Represented
I Floor slab: 108'N, 56'E of S.W. building corner 200/420
Design Information
J Source of Concrete J Mix Identification I Specified Strength p.s.i.
TXI 47 3500
Test Results
Set Cylinder I Age ~ Total Load Compressive Average
N1. I ID Date Tested Test lbs. Strength p.s.l. Strength p.s.i.
I
9171 06-24-04 7 114310 4050
9171 07-15-04 28 147800 5230
9171 07-15-04 28 149130 5280 5260
Cylinder Data
Set Cylinder Time of Concrete I Air Ticket
No. ID Slump Sample AirTemp. Temp.I Entrainment Number
1 9171 5.00 9:20AM 73 78 N/A 3549959
Mail
Distribution: (1) Pritchard Associates/Mr. Brett Ratliff
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Azimuth Architecture/Mr. John Taylor
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
Manager, C.M.T.
KEA/je
2424STUTZ DR. J' SUITE400 · DALLAS, TX75235 · TELl214] 3505600 · F^X [214J3500019