SC-CFBISD Riverchase-LR 991215FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
REPORT NO:
Owner:
Architect:
Engineer:
Contractor:
Fabricator:
STRUCTURAL STEEL INSPECTION REPORT
Carrollton - Farmers Branch lSD c/o DaI-Mac Construction
Riverchase Elementary School, Coppell, Texas
7.
DATE: December 15, 1999
PROJECT NO: 0791-2184
PAGE 1
Carrollton - Farmers Branch
SHW Group, Inc.
SHW Group, Inc.
DaI-Mac Construction
Location of Project: Coppell, Texas
Inspection Performed At: Job Site X Fabrication Shop
DE$CR]FrloN OF INSPECTION: Structural Steel Inspection } Visual Inspection of Welds on ($tr I Steel - Metal Deck Unitat 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 Reoorta for Soeciflc Items Ins__nec't_.ed or Tested and Tvrm of Inspection or Testina Derform_-~
Location of Inspection: See' attached Field reports for Specific Areas Inspected or Tested.
Results of Inspection: Project Complete Project Incomplete
Fabrication Is:
Erection Is: X
In Compliance
Non Compliance X
Note: Workmanship type deviations noted during 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 - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
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:
PROJECT:
REPORT NO:
Carrollton - Farmers Branch lSD c/o DaI-Mac Construction
Riverchase Elementary School, Coppell, Texas
7
DATE: December 15, 1999
PROJECT NO: 0791-2184
PAGE 2
Number Description Location Deviate From Corrective Action Taken
1 Mislocation of bolt holes. Area A floor, Plans Welded beam connection angles to
Bolts could not be installed. 1-6 @ D (6) beam web at 3 places Corrections
12/15/99 Beam to ClP wall beams have been made per RFI #75
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-1
FUGRO SOUTH, INC.
2880 V'~rgo Lane; Oali&~, Texas 75229
Ph (972)4a4-8301; Fax (972) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT:
PROJECT:
REPORT NO:
DATE: I?,.
PROJECT I~0:
PAGE ~ OF y,
.....
C.*~ec~ .o,t 'rlgnt~mng Proceclure
~ Bolt ~m~s
Visual Inspe~on of Tensi~ ~n~
Being BoI~
C~ Bolt~ ~n~ / Turn of Nut
Ch~ Gap ~ L~d~ In~
Ch~ ~ze. Lengffi. ~d
:~ Gauge
Ch~ Size ~ ~nn~n
C~ Size ~D
Ch~ Ins~llaa~ of Balding
Ch~k
Report hand written at time of inspection by Field Inspector
Re,~o~ will ~3e sut3mitted as is and not b/pod
~' in box = In compliance
X in 0OX = Non c0mt~liance } See Non comt31iance reDort
Inspected By: Doug Post, AWS,'Certifiecl Wel¢in; ',nspec:cr. ASNT,'Ce.,'tified Level 2 [UT. MT',
FUGRO :SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (97'2) 484-8,301; Fax (972) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: C,.,~DLI ~ L .~,J'~ DATE: l'7--.J (~ IQ
PROJECT: '~tdw_~J~.~-- ~cL~=_~_'T~,~H ~1 PROJECT N~: ~/-
REPORTNO: ~ . I PAGE ~ , OF
Coml311ance Compliance
Ct~eck s,z. and Pro._on_ of AnC-J~' BOlt
C~e~ Er~ P~ur~
Che~ ~ Oamag~
Ch~ W~dem ~ja~ifl~ Re~s
Che~ Rt~p of Weld~
visua, Quati~ of Wel~s on Shear ~","-
Che~ S~e of Welds ~ J~ / ~ ,
Check Size of W~dS ~ Mist S~
C~e~ ~ze of Wel~ on Pm Ca~
Reoort hand written at time of inspection by Field Inspector ~' in box = In comp
Recc~ wilt ~e submitted as is and not typed X in box = Non compliance } See Non compl ante re:cr.
Inspected E~y: Doug Post, AWS,'Ce~lfied We!ding Inspector, ASNTiCertified Level ~
ST~-2
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: December 15, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: November 16, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:~
Dal Mac
ASTM C-109
Inner wall south side of gymnasium row 30 up
1:30 pm Time Sampled:
Type S
1:35 pm
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (scI. in.) (lbs.) (psi) (psi/days)
REC 187 7 11/23/99 4.0 7410 1850 1800/28
REC 188 7 11/23/99 4.0 7530 1880
REC 189 7 11/23/99 4.0 7650 1910
REC 190 28 12/14/99 4.0 13690 3420
REC 191 28 12/14/99 4.0 13830 3460
REC 192 28 12/14/99 , 4.0 13470 3370
Remarks:
Temperature: Ambient 84°
Temperature: Mortar 79°
William Granger
Technician
FUGRO SOUTH INC.
Reviewed By: "~. ~
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle