Park West CC(02-2)-LR050921 F::I ~'- ~:- C~i
GEOITECHNICAL AND
ENVIRON~[NTAL CONSULTANTS
~Beltline ROad and Airline Road I I ~
Coppell, Texas
PO ~5126-0103P
REPORTED TO: Cadence McShane Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
Location of Sample
Set Number
1
properly & west side of property
Location
inlets: north of property, northwest corner of
REPORT NO. 37
REG PROJECT NO. 12468
SAMPLE DATE: 08-24-05 ~
TEC..,C'A":
Quantity t~epresented ~
10/10
Design Information
Source of Concrete I Mix Identification
LMC 1551
Specified Strength p.s.i.
4000
Test Results
Set Cylinder Age@
No. ID Date Tested Test
1 3530 08-31-05
3530 09-21-05
3530 09-21-05
3530 Hold
Total Load Compressive Average
lbs. Strength p.s.i. Strength p.s.i.
7 90140 3190
28 114130 4040
28 115360 4080 4060
H
Time of Concrete Air Ticket
Sample Air Temp. Temp. Entrainment Number
4:30PM 90 93 ,",lA 7155771
Cylinder Data
Set Cylinder
No. I Slump
I 3500 5.25
Mail
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Paret
(1) Commerce Construction Co., LP/
Mr. Rick Wyly
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
Manager, C.MT.
KENInc
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 "' TEL [214] 350 5600 ° FAX [214] 350 0019
GEOTECHNICALAND ~ ~1 ~ I i p
FNVIRON~IENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
nWest Commerce Center
e Road and Airline Road
Coppell, Texas
PO #5126-0103P
REPORTED TO: Cadence McShane Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 53
REPORT DATE: 09-21-05
REG PROJECT NO. 12488
TECHNICIAN: P. Becerra
PAGE: 1 of 1
Proctor ASTM
No. Standard Description
D-698
2 D-698
Optimum Maximum
Mo sture, % Density, PCF
25.4 91.5
23.9 94.4
Dark gray and Olive brown clay
Dark brown clay w/calcareous nodules and
trace of 9ravel
Test
No. I Date Location
125 09-09-05 Water Line: 28'S, 84'E(1)
BelowDepth Field Field
Final S.G. Density Moisture
(feet) (pcf) (%)
2.0 92.2 24.2
Proctor Compaction
ID Level (%)
2 97.6
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. building corner.
Mail
Distribution: (1)
(1)
(1)
(1)
(1)
(1)
Cadence McShane Corporation/
Mr. Bobby Parer
Commerce Construction Co., LP/
Mr. Rick Wyly
City of Coppeli/Mr. Larry Davis
City of Coppell/Mr. Lee Stone
Nodhwestern Investment Mg~
Mr. Ernest Wi,more
Stewart Consulting_ ,~ , As~o~ ~
Mr. Mike Smith .~j
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
KENcn
2424 SlUTZ DR. ~, SUITE 400 · DALLAS, TX 75235 · TE~. [214] 350 5600 · F^X [214] 3500019
GEOTE£HNICAL AND ~ ~ ~ U F~
ENVIROhlI~IENTAL CONSULTANTS I
REPORT OF LABORATORY COMPACTION TEST
L~4BBear'Yk West Commerce Center
Itline Road and Airline Road
Coppell, Texas
PO #5126-0103P
REPORTED TO: Cadence McShane Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
REPORT NO.
REPORT DATE: 09-21-05
REG PROJECT NO. 12468
SAMPLE DATE:09-08-05
CONTRACTOR: Cadence McShane Corporation
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Dark brown clay w/trace
limestone fragments
4 Ilime-treated/ ASTM D-698 23.3 ~
95.5
~-- 95.0
~ 94.5
~_~94.0
~ 93.5
~- 93.0
~ 92.5
D 92.0
91.5
19.5
21.5 23.5 25.5
Moisture Content (%)
27.5
4.5
4.0
~'3.5
3.0
2.5
2.0
1.5
1.0
19.5
2! .5 23.5 .5
Moisture £
Mail
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Paret
(1) Commerce Construction Co., LP/
Mr. Rick Wyly
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
Odgina, Signed By ¢,~ 7~,~,~
Keith E. Atkins
Manager, C.M.T.
KEA/cdl
2424 STUTZ DR ,, SUITE 400 * DALLAS, TX 75235 ,, TEL [214) 350 5600 '* FAX (214) 3500019
GEOTECHNICAL AND I~ R D I I p
ENVIRONMENTAL CONSULTANTS
REPORTED TO:
CONCRETE CYLINDER TEST REPORT
,~l~BPark West Commerce Center
eltline Road and Airline Road
Coppell, Texas
,~e ~f~ #5126-0103P
Cadence McSha orporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Parer
Cadence McShane Corporation
REPORT NO. 67
REG PROJECT NO. 12465
SAMPLE DATE: 09-14-05
TECHNICIAN: J. Seeton
PAGE: 1 of 2
CONTRACTOR:
Location of Sample ~
Set Number I Location ~ I Quantity Represented
1 Floor slab @ C.2-2.3 .~¢~7~, ~ 50/700
2 Floor slab @ D.5-21.5 ~' J~',~ ,~f 150/700
3 Floor slab @ D-17.1 ~ 250/700
4 Floor slab @ C.5-18 ~' '~'.~' 350/700
5 Floor slab @ D.5-16 ~ 450/200
6 Floor slab @ C.3-14 550/700
7 Floor slab ~ D-12.9 610/700
Design Information
Source of Concrete I Mix Identification I Specified Strength p.s.i.
Osburn 41N55 4000
Test Results
Set Cylinder Age (~ Total Load Compressive Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 4117 09-21-05 7 121250 4290
4117 10-12-05 28
4117 10-12-05 28
4117 Hold H
2 4118 09-21-05 7 130010 4600
4118 10-12-05 28
4118 10-12-05 28
4118 Hold H
3 4119 09-21-05 7 115140 4070
4119 10-12-05 28 ~
4119 10-12-05 28
4119 Hold H
4 1420 09-21-05 7
1420 10-12-05 28
1420
1420
128540~
10-12-05 ~
2424 STUTZ DR ,* SUITE 400 ,, DALLAS, TX 75235 · T[L [214] 350 5600 · F^X [214] 350 0019
Test Results
Set Cylinder Age @ Total Load
No. ID Date Tested Test lbs.
5 4121 09-21-05 7 127330
4121 10-12-05 28
4121 10-12-05 28
4121 Hold H
6 4122 09-21-05 7
4122 10-12-05 28
4122 10-12-05 28
4122 Hold 28
7 4123 09-21-05 7
4123 10-12-05 28
4123 10-12-05 28
4123 Hold H
120200
128170
Compressive Average
Strength p.s.i. Strength p.s.i.
4510
4250
454O
Cylinder Data
Set Cylinder Time of Concrete
No. ID Slump Sample Air Temp. Temp.
1 4117 4.00 3:20AM 84 89
2 4118 4.50 5:10AM 81 85
3 4119 4.50 6:30AM 80 86
4 4120 4.50 7:20AM 79 87
5 4121 5.00 8:55AM 86 90
6 4122 5.00 10:15AM 98 91
7 4123 5.50 11:00AM 93 95
Air Ticket
Entrainment Number
N/A 12409
N/A 12410
N/A 12411
N/A 12413
N/A 12412
N/A 12414
N/A 12415
Mail
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Paret
(1) Commerce Construction Co., LP/
Mr. Rick Wyly
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
Manager, C.M.T.
KEA/mg