Vista Point II-LR050117GEOTECHNICAL AND ~ J:==J ~ U j=m
ENVIRONMENTAL CONSULTANTS
REPORT OF WATER INJECTION OBSERVATION
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 32
REPORT DATE: 01-17-05
REG PROJECT NO. 11685
TECHNICIAN: G. Tsougarakis
PAGE: 1 of 1
On this date a representative of Reed Engineering Group, Ltd. observed water injection
operations on the referenced project. The injection operations proceeded in accordance
with project specifications unless otherwise noted.
Specification
Injection Depth Injection Spacing Injection Pressure Injection Intervals
(ft) (fi) (psi) (in)
10 5 100-200 12-18
Equipment
Number of Number of Probes Length of Probes Probe Spacing
Rigs (ea) (ft) (ft)
2 4 11.5 5
Date I Area Injected (sq ft) I Average Pressure (psi) I Pass No.
12-10-04 Bldg 2 5,400 125 4
Surfactant added at regular intervals: Yes
Mail
Distribution: (1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/cn
2424 STUTZ DE. ,. SUIT~ 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ,, F^X [214] 3500019
GEOTECHNICALAND ~ ~ ~ I I p
ENVl ~,ON ~IENTAL CONSULTANTS
REPORTED TO:
CONTRACTOR:
REPORT OF FIELD GRADATION TESTS
Vista Point II, Phase I
Highway 12'1 and MacArthur Boulevard
Coppell, Texas
Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
Cadence McShane Corporation
REPORT NO. 33
REPORT DATE: 01-17-05
REG PROJECT NO. 11685
TECHNICIAN: G. Tsougarakis
PAGE: 1 of 1
Specification
Sieve Size I Percent Passin9 (%) I Sieve Size I Percent Passing (%)
1-3/4" 100 #4 60
Passing Passing
Date Location 1-3/4" Sieve ~, Sieve
12-14-04
Bldg Pad 2: 15'S, 40'E(1)
Bldg Pad 2: 25'S, 60'E(1)
Bldg Pad 2: 60'S, 75'E(1)
Bldg Pad 2: 80'S, 120'E(1)
Bldg Pad 2: 100'S, 100'E(1)
100
100
100
100
100
(*) Test did not meet specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
Mail
Distribution: (1)Cadence McShane, Corporation/
Mr. Brandon Perdue
(1 Jackson-Shaw Company/
Mr. Christopher Gardner
(1 City of Coppell/Ms. Beverly Hurtsman
(1 Good Fulton Farrell/Mr. Rick Myers
48 (*)
52 (*)
50 (*)
48 (*)
49
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
AE/cn
2424STUTZ DR. *, SUITE400 ", DALLAS, TX75235 ,, TEL [214] 3505600 * F^X [214] 3500019
ENVIP, ONH[NTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 34
REPORT DATE: 01-17-05
REG PROJECT NO. 11685
TECHNICIAN: M. Shields
PAGE: 1 of 1
Proctor ASTM
No. Standard
1 D-698
2 D-698
3 D-698
Optimum Maximum
Description Moisture, % Density, PCF
TNe~.t
Dark brown clay 21.2 99.7
Brown clay w/gravel 16.3 107.3
Dark brown silty clay 20.0 100.4
Date Location
12-17-04 Sanitary Line A: STA 1+00
Depth J Field
Below J Field
Final S.G. Density Moisture
(feet) (pcf) (%)
3.0 96.5 22.0
Proctor Compaction
ID Level (%)
1 96.7
Comments: Where tested, materials were in compliance with project specifications.
Mail
Distribution: (1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
AE/cn
2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 3505600 "' F^X [214] 350 0019
GEOTECHNiCALAND ~ ~ E~I I I p
ENV}RONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
REPORT NO. 49
REG PROJECT NO. 11685
SAMPLE DATE: 01-17-05
TECHNICIAN: F. Thornton, Jr.
CONTRACTOR: Cadence McShane Corporation
Location of Sample
Set Number I Location
1 Pier: F.5-5, Bldg. 2
Quantity Represented
10/10
Design Information
Source of Concrete
Southern Star
Mix Identification I
9337
Specified Strength p.s.i.
3000
Test Results
Set Cylinder Age @ Total Load
No. ID Date Tested Test lbs.
1 6070 01-24-05 7 113820
6070 01-24-05 7 115660
6070 02-14-05 28 132380
6070 02-14-05 28 129460
6070 Hold H
Compressive Average
Strength p.s.i. Strength p.s.i.
4030
4090 4060
4690
4580 4640
Cylinder Data
Set Cylinder Time of Concrete
No. ID Slump Sample Air Temp. Temp.
1 6070 5.25 4:15PM 46 55
Air Ticket
Entrainment Number
NA 751565
Mail
Distribution: (1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
(1) McHale Engineering/
Mr. Gary McHale
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
Manager, C.M.T.
KENInc
2424 STUTZ DR. · SUITE400 · DALLAS, TX75235 · TELl21413505600 ' F^X [2141350 0019