SC-Coppell HS-LR 991221FUGRO SOUTH, INC,
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: December 21, 1999
PROJECT: Coppell High School, High School Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: December 16, 1999
Density Test Method: ASTM 0-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Dark gray clay with some gravel 107.4 17.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO, ~O. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
66 I Electrical Line, west side of Area "A", 2 102.7 18.5 95.6
feet below grade
67 I Electrial Line, between fire lane and 104.3 17.9 97.1
junction box, 2 feet below grade
68 I Electrical Line, from junction box to multi- 103.2 18.3 96.1
purpose building, 2 feet below grade
Remarks: All densities meet project specifications unless otherwise noted.
William Granger
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: {~'~. ~-.,,-----~
SMH/bg
Distribution: DaI-Mac Construction - Damo/n Norman
City of Coppell - Larry Davis /
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: December 21, 1999
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 10 PAGE 1
Owner: Coppell lSD
Architect: SHW Group
Engineer: SHW Group
Contractor: DaI-Mac Construction Co.
Fabricator: Alpha Industries
Location of Project: Coppeil, Texas
Inspection Performed At: Job Site X Fabrication Shop
DESCRIPTION OF INSPECTION: Structural Steel Inspection } Visual Inspection of Welds on (Str I Steel - Metal Deck Units) or
Ultrasonic Testing or Magnetic Particle Inspection of Welds and Inspection of Bolted Connections for compliance to Project
specifications, Contract Documents, Drawings, and Governing Codes } AWS, AISC, ASTM, SJI, ASNT, ANSI.
See attached Field Reoorts for Soecific Items Insoected or Tested and Tvoe of Inspection or Teetina performed
Location of Inspection: See attached Field reports for Specific Areas Inspected or Tested.
Results of Inspection: . Project Complete Project Incomplete
I
Fabrication Is:
I
Erection Is:
In Compliance i X
Non Compliance
Note: Workmanship type deviations noted dudng Inspection. which are being corrected at time of Inspection. are not being listed on Report.
NOTE: Inspection was performed to verify compliance to Project specifications. Contract Documents. Drawings. and Governing
Codes} AWS. AISC. ASTM. SJL. ASNT, ANSi
Inspected By: Doug Post, AWS/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
Distribution: DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
Doug Post
STR-1
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
NON - COMPLIANCE REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: December 21, 1999
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 10 PAGE 2
Number Description Location Deviate Corrective Action Taken
From
1 Mislocation of bolt holes Area A, 2nd level Drawings Beam connection, angles have
on beam to column been welded @ (3) places to
11/9/99 connection, bolts could AM @ AS, A6 column flange. (No RFI)
not be installed
2 Mislocation of anchor Area H G 10 @ Drawings Corrections have been made per
bolts on column base GH, attachment C RFI III, except bolt spacing was
11/18/99 plate on RFI III moved 1 1/2 wider due to rebar in
C.I.P floor. Depth of holes are in
compliance. New RFI has been
submittec ~y DaI-Mac showing a
change in bolt pattern width.
!
NOTE: Architect and Engineer should advise on acceptability of all noted deviations
Inspected By: Doug Post, AWS/Certified Welding Inspector. ASNT/Certified Level 2 (UT. MT)
STR-I
FUGRO :SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (97:2) 620.7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: ~.~ ~,tor-_! } ~% ~."3 DATE:
PROJECT: ~.~,/.:,:;r;i ~ ~. ~_~..'-~.~=i PROJECT NO!
REPORT NO: ' '/Z) PAGE -.~ OF
Of Inspection I location In I Non
Type
Coml31iance. Compliance
Chec~ s~ze and Proiecaon of Anchor Bolt ]
Check Ancl~or Bolt Group I
Check Nuts on Anchor Bolts I Tight
Check .=_reckon Procedures
Check ,'~ Damaged Members
Check Welders Qualification Records
of Welded Connections
Check
FibUp
Visual Quality of Welds on Joists / Girders J
Visual Quality of Welds on Misc Steel
Visual Quality of Welds on Pre Cast Connection
visual Quali~/of Welds on Coml3oSite Deck
Visual Qualit'./of Welds on Roof Deck
Visual Qualib/of Welds on Shear Studs
Check Size of Welds on Structural Steel
Check Size of Welds on Jo~sts / Girders
Check Size of Welds on Misc Steel
C.heck Size of Welds on Pre Cast Connection
C~ec~ S~ze of weics on Composite /
C~eck Size cf We!ds on Shear Studs
Mag: ;3a~icle Testing c~ Welds
.~ecc.-. '~anc~ ,,,n[ten at ',i."ne of :nsl3ec~on by Field Insl3ectcr ~' ~n ~ox = In co...nplianca
~eco.'1. /till =e $,~b ,~.~[ted as is and not typed X in box =Ncn cor~pl[ance ~, See 'qcn
Ir.s;ected ~7: Dou~ Post. Aws,'Ce~ifiec welding :ns'-ec:or. ASNT/Ce~i.r'.ec ',.-3ve~ 2 ~',J- ~,I-)
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972} 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: ~-~C~FII \ %~ : DATE:
PROJECT: C~b~_!l t-~,C~?- ~.._~ PROJECT NO: ~?~/-,,~,~'
REPORT NO: /~P PAGE z/z' OF "/
Type of Inspection Location In Non
· Compliance Compliance
ChecX Bolt Tightening Procedure
Check Connection for Required Size of Bolts ~.I'~ I C...,.~. ~ ~t"5-1~
Check Connection for Require¢l No. of Bolts ,
i
Check Bolt Tightness with Torque Wrench
Visual Inspection of Tension Conb-ol Bolts /
Bearing Bolted Connections I Snug Tight
Check Bolted Connection / Turn of Nut
Check Gap on Loaded Indicator Washers
Check Size. Length. and No. of Shear Studs
Check Gauge of Composite Deck
Check Gauge of Roof Oeck
Check Size Lap Connection on Coml~osite Deck
Check Size Lap on Roof Deck
Check Installation of Sriclging on Joists I Gi~ers :
Check Installation of Expansion Anchors -',~.~,'
Check Grout
I
Repot. hand written at time of inspection by Field Inspector ~' in box = In compliance
Report will he submitted as is and not typed X in box = Non compliance } See Non compliance report,
Inspected By: Doug Post, AWSiCemfied Welding Inspector. ASNT/Cer~jfied Level :2 ' ~'
(U ,. MT)
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 21, 1999
PROJECT: Coppell High School, High School Expansion, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 1
DATE PERFORMED: December 17, 1999 I
Location: Drilled Piers
Depth I
Shaft to Plan Actual Total
Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing
Number in. Material tion ff. tion ff. ft. Alignment Present(~ Used Remarks
ff.
132 18 6.5 6.0 6.1 12.6 Yes Yes Yes
143 18 6.0 10.0 10.2 16.2 Yes Yes Yes
140 18 6.0 10.0 10.0 16.0 Yes Yes Yes
134 18 6.5 10.0 10.1 16.6 Yes Yes Yes
131 18 6.5 7.0 7.2 13.7 Yes Yes Yes
135 18 7.0 9.0 9.0 16.0 Yes No No
136 18 8.0 8.0 8.1 16.1 Yes Yes Yes
25 24 7.0 9.0 9.0 16.0 Yes Yes Yes
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Gray Shale
(~) During drilling operations; however, piers were dry prior to placement of concrete.
Thomas Cranford
Fugro Technician FUGRO SOUTH INC.
Reviewed By: '"'~. ~
SMH/bg
Distribution: DaI-Mac Construction- Damon Norman ,
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford