SC-CFBISD Riverchase-LR 991129FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT
CLIENT:
PROJECT:
REPORT NO:
Carrollton - Farmers Branch lSD c/o DaI-Mac Construction
Riverchase Elementary School, Coppell, Texas
5
DATE: November 29, 1999
PROJECT NO: 0791-2184
PAGE 1
Owner:
Architect:
Engineer:
Contractor:
Fabricator:
Carrollton - Farmers Branch
SHW Group, Inc.
SHW Group, Inc.
Del-Mac Construction
Location of Project: Coppell, Texas
Inspection Performed At: Job Site X Fabrication Shop
DBSC~VnON O~ INS~: Structural Steel In~pection } Visual Inspection of Weld~ on ($tr I Steel - Metal Deck Units) or
Ultrasonic Testing or Magnetic Particle Inspection of Welds and Inspection of Bolted Connections for compliance to Project
specifications, Co~-act Document~, Drawfog~, and Governing Code~ } AWS, AISC, ASTM, SJI, ASNT, ANSI.
~ee attached Field Re_no_.,ls for Sneciflc Items In_a__nect___,~l or Tested and Tyne of Insnection or Testirm cerformed
Location of Inspection: See attached Field reports for Specific Areas Inspected or Tested.
Results of Inspection:
Fabrication Is:
Project Complete Project Incomplete
Erection Is: X
In Compliance X
Non Compliance
Note: Workmanship type deviations noted during Inspection, which are being corrected at time of Insl~ction. 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, AWStCertified Welding Inspector, ASNT/Certifled 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
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT:
PROJECT:
REPORT NO:
PROJECT Nde: ~Z~
PAGE OF
In
i
Non
Type of Inspection Location I
Compliance, Compliance
Ch~ ~t ~ ~ T~ue W~
~afing ~ ~~s I Snug T~t ~
C~ B~ ~n~ / Turn ~ Nut
Ch~ Gauge of ~i~ ~ ~
C~ Gauge ~ R~ Oe~ ~
Ch~ Ins~tla6~ of Bddging ~ J~s~ / Gleam ~
Ch~ Ins~llafi~ of ~pan~on ~om ~
Report hand wdtten at time of inspection by Field Inspector
Report will 13e sul3mitted as is and not typed
~' in box = In compliance
X in box = Non compliance } See Non compliance report
Inspected By: Doug Post, AWS/Ce~fied Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-3
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: ~Pa3E/! .Z"% ~, DATE: t
PROJECT: "~./~c~.~- ~'J/:.~,z.., j/~'-/3~., ~/~.[~.-../ PROJECT N~: ~ '
REPORT NO: [ PAGE OF
I In Non
Type of In~pection Location ~ ,'9~- ~ ~ Compliance Compliance
Che~ ~or B~t Group ~
Che~ Etlon P~dur~ ~
~e~ ~ Damag~ Mem~ ~
Che~ Welders Quali~a~ Re~ ~
Ch~ Fit. Up of W~d~ ~~s ~ ~
Visual Quali~ of Welds on Mlsc S~ ~
Visual Quati~ of We~s on R~f ~
Visual Quali~ ~ W~ds on Shear S~ds ;
Che~ Size of Welds ~ S~ml S~t ~l ~
Ch~ Size of Welds ~ J~sm / ~em ~
Che~ S~e of W~ds on Misc St~t
Che~ Size of W~ on Pm ~st ~nn~on ~
Che~ Size of Welds on Shear S~ds ~
Ultrasonic Tesang of Welds ~ ~ ~
Mag Pa~i~e Tesang of Welds
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, AWSICertified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-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: November 29, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: November 16, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / 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) (psildays)
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
REC 191 28 12/14/99 4.0
REC 192 28 12/14/99 4.0
Remarks:
Temperature: Ambient 84°
Temperature: Mortar 79°
William Granger
Technician
SMH/rm
Distribution:
OaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH INC.
Reviewed By.~--~-~
Dal-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: November 29, 1999
Project No.: 0791-2184
SAMPLE DATE: October28, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
South side of Gymnasium, 5th row
8:30 am Time Sampled:
Type S
9:40 am
SAMPLE i AGE DATE ~ APPLIED COMPRESSIVE 'REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 121 7 11/04~99 4.0 6490 1620 1800/28
REC 122 7 11/04/99 4.0 6300 1580
REC 123 7 11/04/99 4.0 6540 1640
REC 124 28 11/25/99 4.0 8470 2120
REC 125 28 11/25/99 4.0 8630 2160
REC 126 28 11/25/99 4.0 8550 2140
Remarks:
William Granger
Technician
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
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: November 29, 1999
Rivemhase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: November 1, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac
ASTM C-109
North wall of gym at 25 feet west of northeast corner, seven bricks above
grade beams.
11:50 Time Sampled: 12:00
Type S
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 133 7 11-08-99 4.0 5515 1380 1800/28
REC 134 7 11-08-99 4.0 5618 1400
REC 135 7 '11-08-99 4.0 5555 1390
REC 136 28 11-29-99 4.0 9790 2450
REC 137 28 11-29-99 4.0 9530 2380
REC 138 28 11-29-99 4.0 9600 2400
Remarks:
Julio Perez
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH INC.
Reviewed By:~-~ / ~ ~
Daf-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 759_9_9
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: November 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: November 1, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-'1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
JRJ Paving Co.
1447824
78
75
10:16
11:30
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C.231):
WATER ADDED (gal):
Sunny SLUMP (in.) (ASTM C-143):
Loading Area at station 4+49, south of the buiding
TXI
31 / 429
5.50SK Admix
0.5
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 (days) TESTED (pounds) (psi) (psi)
REC 189 7 11-08-99 79000 2790 3000~28 days
REC 190 28 11-29-99 109000 3860
REC 191 28 11-29-99 107000 3780
REC 192 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C'143, Typesof ~ [~ [~ [~]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Julio Perez
FUGRO SOUTH INC.
Reviewed By:,~----__-_-J-
SMH/rm
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF MORTAR CUBES
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
Report Date: November 29, 1999
Project No.: 0791-2184
SAMPLE DATE: November 18, 1=999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal-mac
ASTM C-109
Gym South Side - Row 41
7:30 a.m.
Type S
Time Sampled:
7:35 a.m.
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq.~ in.) (lbs,) (psi) (psi/days)
REC 199 7 11-25 4.0 4700 1 lS0 1800/28
REC 200 7 11-25 4.0 4480 1120
REC 201 7 11-25 4.0 4610 1150
REC 202 28 12-16 4.0
REC 203 28 12-16 4.0
REC 204 28 12-16 4.0
Remarks:
William Granger
Technician
SMH/bg
Distribution:
Dai-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH INC.
Reviewed By:~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle