SC-CFBISD Riverchase-LR 991221FUGRO SOUTH, INC.
CLIENT:
PROJECT:
REPORT NO:
Owner:
Architect:
Engineer:
Contractor:
Fabricator:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972] 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT
Carrollton - Farmers Branch lSD c/o DaI-Mac Construction DATE: December 21, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
8 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
DESCI~JI~ION OF INSPECTION: Structural Steel Inspection } Visual Inspection of Welds on (Str/ 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 attsched Field Reoorts for Soeciflc Items Inspected or Tested and Tv~e of lns~ection or Testing oefformed
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 X
Non Compliance
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 vedfy 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. Taxa~ ~5~;Z9
Ph (972) 484-8301; Fax (972) 620.7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT:
PROJECT:
REPORT NO:
PROJECT IklO:
PAGE ~ OF
Type of Inspection Location Compliance Compliance
Chec~ s~ze a~d Proiec~ion of ~ ~t
Ch~ ~or Bolt ~oup
~e~ Erection P~u~
Ch~ f~ Damag~
Ch~ Weldem ~alifl~fi~
Che~ Fit-Up of W~d~
Visual Quali~ of W~ds on S~l Ste~
Visual Q~ of W~ on ~ O~
Visual Quai~ of Welds on R~f ~
V,suai Quaii~ of Welds on Shear S~d, l
Che~ Size of Welds on S~ml Steel ~ ~ i
Ch~ S~e of Welds on MIst Steel
C~eck Size of W~ds ~ Pre ~st Conn~on
c~ecx size of we~== on ~mao=ite / Roof oe~
C~e~ Size of Welds on Shear Studs
Report hand ,.vdtten at Ume of inspection by Field Inspector
Re~3ort ,,rill t3e submitted as is and not typed
~' in box = In compliance
X in box = Non compliance } See Non compliance re!3(~
Inspec:ed By: Doug Post, AWS;Certified Welding Inspector, ASNTiCer~fied Level 2 (UT, MT)
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301: Fax (972) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: ~,O~.tl \%.f'~ DATE:-'~,) ~/ c~
PROJECT: ~ ~-~ ~ .~.~ ~.l~ PROJECT Nb:
REPORT NO: ~ ~ PAGE ~ OF
Type of Inspection Location Compliance ,Compliance
Check Bolt 'l'igt~tening Procadure
Check Connection for Required Size of Bolts
Check Bolt Tightness wil~ Torque Wrench
Visual Inspec~on of Tension Contrdi Bolts
Bearing Bolted Connectfl:me I Snug Tight
Check Sotted Connection I Turn of Nut
Check Gap on Loaded Indicator Washers
Check Size, I.e~g~, and No. of Shear
Check Gauge of Composite Oeck
Check Gauge of Roof Deck
Check Size Lap Connection on Comlx~ite Deck
Check Size Lap on Roof Deck
Check Installation of Bddging on Joists / Girders
Check Installation of Expansion Anchom
Check Grout
Report hand wdtten at time of inspection by Field Inspector
Report will be submitted as is and not typed
~' in box = In compliance
X in box = Non compliance } See Non compliance report
Inspected By: Doug Post, AWS/Certified Welding Inspector. ASNT/Certified Level 2 (UT, MT)
STR-3
FUGRO SOUTH, INC.
2880 VIrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Carrollton-F. armers Branch lSD, c/o DaI-Mac Const. REPORT DATE: December 21, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December 10, 1999
CONTRACTOR: Dal Can
TICKET NO.: 385772
AMBIENT TEMP. (°F): 40
CONCRETE TEMP. (°F) (ASTM C.1064): 60
TIME BATCHED: 7:10
TIME SAMPLED: 8:15
WEATHER CONDmON: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASWa C-143):
Slab on deck grid lines AE.5 at 12
Pioneer
29/1880
9704
0
5.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x '12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~fs) TESTED (pounds) (psi) (psi)
REC 221 7 12/17~99 101310 3580 4000/28 days
REC 222 28 1/07/00
REC 223 28 1/07/00
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C..143, Typesof I~-7] I-r"l i-"71 r--i
Curing: Methods: ASTM C-39 Fracture: A[/x~ ~ ~uB C D
REMARKS:
Technician: Bob Shea
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:..
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payrm
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
REPORT DATE: December 21, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: December 10, 1999
CONTRACTOR: Dal Can
TICKET NO.: 385771
AMBIENT TEMP. (°F): 36
CONCRETE TEMP. (°F) (ASTM C-10S4): 58
TIME BATCHED: 5:50
TIME SAMPLED: 6:30
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 29/752
MIX ID NUMBER: 9704
AIR (%) (ASTM C-231):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 5
Slab on deck on grid lines Z.5 at 8
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 217 7 12/17/99 108950 3850 4000/28 days
REC 218 28 1/07/00
REC 219 28 1/07/00
REC 220 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof Ik-']l I'"~ 1'"71 r'"'l
Curing: Methods: ASTM C-39 Fracture: A[/XJ ~ [/'[uB C D
REMARKS:
Technician: Bob Shea
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
REPORT DATE: December 21, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: December 10, 1999
CONTRACTOR: Dal Can
TICKET NO.: 426739
AMBIENT TEMP. (°F): 37
CONCRETE TEMP. (°F) (ASTU C-1064): 58
TIME BATCHED: 4:17
TIME SAMPLED: 5:00
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 27/923
MIX ID NUMBER: 9704
AIR (%) (AST~ C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-~43): 5.50
Slab on deck on grid lines AA.5 at 4.5
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (dm/s) TESTED (pounds) (psi) (psi)
REC 213 7 12/17/99 118930 4210 4000/28 days
REC 214 28 1/07/00
REC 215 28 1/07/00
REC 216 Hold
' Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof k'~ I-i"I 1--71 r'-I
Curing: Methods: ASTM C-39 Fracture: ADcXJ ~ ~ UB C D
REMARKS:
Technician: Bob Shea
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: December 21, 1999
Riverchase Elementary School, Coppeli, Texas PROJECT NO: 0791-2184
SAMPLE DATE: December 10, 1999
CONTRACTOR: Dal Can
TICKET NO.: 426737
AMBIENT TEMP. (°F): 40
CONCRETE TEMP. (°F) (ASTM C-1064): 59
TIME BATCHED: 4:00
TIME SAMPLED: 4:30
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 27/823
MIX ID NUMBER: 9704
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (Aswa c-143): 5
Slab on deck on grid lines AC.3 at 2.3
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER . (da),s) TESTED (pounds) (psi) (psi)
REC 209 7 12/17/99 111370 3940 4000/28 days
REC 210 28 1/07/00
REC 211 28 1/07/00
REC 212 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C.31 Testing ASTM C. 143, Typesof [~] [~ ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Bob Shea
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~-
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