SC-CFBISD Riverchase-LR 991102FUGRO 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 2, 1999
Project No.: 0791-2184
SAMPLE DATE: October 1, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results ! Remarks:
C and D
ASTM C-109
On the north wall of gymnasium 8th lift and 9th lift
8:27 Time Sampled:
Type $
8:30
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (PSi/days)
REC 7 7 10/08/99 4.0 15480 3870 1800/28
REC 8 7 10/08/99 4.0 15560 3890
REC 9 7 10/08/99 4.0 15320 3830
REC 10 28 10/29/99 4.0 19770 4943
REC 11 28 10/29/99 4.0 19590 4898
REC 12 28 10/29/99 4,0 19460 4865
Remarks:
Frank Daniel
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jaso/n Lillard
City of Coppell - Larry Davis'
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH INC.
Reviewed Bya~~---------~
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
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: November 2, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184
SAMPLE DATE: October 1, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
C and D
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
8:24 AIR (%) (ASTM C-231)
8:25 WATER ADDED:
Sunny SLUMP (inches) (ASTM C-143)
On the east wall of gymnasium, 7 lifts to 11th
On Site
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inches
cYUNDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 9 7 10/08/99 34570 4890 2500/28 days
REC 10 28 10/29/99 42340 5989
REC 11 28 10/29/99 42500 6011
REC 12 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curing:
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH, INC.
SMH/rm
Distribution:
Reviewed By:
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
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 2, 1999
Project No.: 0791-2184
SAMPLE DATE: October4, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
C&D
ASTM C-109
15 ft. lifts from bottom on the northeast comer of gymnasium, 15 feet west of the east
side
8:50 Time Sampled: 9:00
Type S
SAMPLE AGE DATE AREA APPLIED ' COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 13 7 10/11/99 4.0 16360 4090 1800/28
REC 14 7 10/11/99 4.0 16670 4140
REC 15 7 10/11/99 4.0 16200 4050
REC 16 28 11/01/99 4,0 24870 6218
REC 17 28 11/01/99 4.0 24910 6228
REC 18 28 11/01/99 4.0 25030 6258
Remarks:
Frank Daniel
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: ~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
i
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: November 2, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184
SAMPLE DATE: October 25, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 77
GROUT TEMP. (°F): 72
TIME BATCHED: 12:45 pm
TIME SAMPLED: 1:00 pm
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
Dal Mac
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
On Site
0
8.50
Block cell, Line 16.5 from AJ to AL approximately 18 feet to 20 feet above
finish floor
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED coMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 61 7 11/01/99 21360 3021 2500/28 days
REC 62 7 11/01/99 21480 3038
REC 63 28 11/22/99
REC 64 28 11/22/99
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39
Curing:
REMARKS:
Technician: Mark Strittmatter
FUGRO SOUTH., INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Jasor) Lillard
City of Coppell - Larry Davis
,/
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
Dat-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 2, 1999
Project No.: 0791-2184
SAMPLE DATE: October 25, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac
ASTM C-109
Block Wall-Line 16.5 from AJ to AL (Area D)
11:00 a.m. Time Sampled: 11:30 a.m.
Type S
sAMPLE AGE DATE AREA APPLIED 'COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 103 7 11-01-99 4.0 7000 1750 1800/28
REC 104 7 11-01-99 4.0 6840 1710
REC 105 7 11-01-99 4.0 6770 1693
REC 106 28 11-22-99 4.0
REC 107 28 11-22-99 4.0
REC 108 28 11-22-99 4.0
Remarks:
Mark Strittmatter
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
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: November 2, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: October22, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Striland Construction
416012 CONCRETE SUPPLIER:
79 PLANT/TRUCK:
86 MIX ID NUMBER:
11:40 a.m. AIR (%) (ASTM C-231):
12:30 p.m. WATER ADDED (gal):
Clear SLUMP (in.) (ASTM C-143):
Sidewalk - North of Entry (10 feet) north
Pioneer
27 / 648
9351
10
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 185 7 10-29-99 86000 3040 3000/28 days
REC 186 28 11-19-99
REC 187 28 11-19-99
REC 188 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof r~ ['T'] ~"~ r'-]
Cudng: Methods: ASTM C-39 Fracture: AV"J V",J V__J I lB C D
REMARKS:
Technician:
SMH/bg
Distribution:
Thomas Cranford
FUGRO SOUTH INC.
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 GROUT CYLINDERS
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: November 2, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184
SAMPLE DATE: October 21, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 60
GROUT TEMP. (°F): 68
TIME BATCHED: 9:00
TIME SAMPLED: 9:03
WEATHER CONDITION: Cool
LOCATION OF PLACEMENT:
Dal Mac
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
Southeast corner gymnasium locker room, Area D
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 53 7 10/28/99 18260 2580 2500/28 days
REC 54 7 10/28/99 18450 2610
REC 55 28 11/18/99
REC 56 28 11/18/99
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
,Curing: , ,
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH, INC.
SMH/rm
Distribution:
Reviewed By:~
DaI-Mac Construction - Jason Liltard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
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. Report Date: November 2, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 21, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
Southeast corner locker room (gym), Area D
9:20 Time Sampled:
Type S
9:22
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 91 7 10/28/99 4.0 12620 3155 1800/28
REC 92 7 10/28/99 4.0 12420 3105
REC 93 7 10/28/99 4.0 12390 3098
REC 94 28 11/18/99 4.0
REC 95 28 11/18/99 4.0
REC 96 28 11/18/99 4.0
Remarks:
Thomas Cranford
Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
Reviewed B v.~"~-------~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
lid
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
Riverchase Elementary School, Coppell, Texas
2
DATE: November 2, 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
DESCRIPTION OF INSPECTION: Structural Steel Inspection } Visual Inspection of Welds on (Str I Steel - Metal DeCk Units1 or
Ultrasonic Te~ting or Magnetic Particle Inspection of Weld~ end Inspection of Bolted Connections for compliance to Project
specifications, Contract Documents, Drawing~, and Governing Codes } AW~, NSC, ASTM, SJI, ASNT, ANSI.
See attached Field RePorts for S~eciflc Items Insm~cted or Tested and Tvoe of Insm~tion or Teetina aerformed
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 dudng Inspection, which are being corrected at Ume of Inspection, are not being listed on Report.
NOTE: Inspection was performed to verify compliance to Project specifications, Contract Documents, Drawings, and Governing
Cedes} AWS, AISC, ASTM, SJL, ASNT, ANSI
Inspected By:
Distribution:
Doug Post, AWe/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
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
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: DATE: .....
PROJECT: ~., ,.,~)~ t~,~.~'--...~_. ~_/~ yCF.?J~g.'-j, S~,~:,,~? PROJECT I{I(Y:
REPORT NO: ~ PAGE
Type of Inspection Location , In Non
, , Compliance Compliance
Check size and Projection of Anchor Bolt
Check Anchor BOlt Group
Check Nuts on Anchor Bolts / Tight
Check Erection Procedures
Check for Damaged Members
Oheck Weld,rs Ouaii, ,on
Check Fit-Up of Welded Connections
Visual Quality of Welds on Structural Steel
Visual Quality of Welds on Joists / Girders
Visual Quality of Welds on Misc Steel
Visual Quality of Welds on Pre Cast Connection
Visual Quality of Welds on Composite Deck
Visual Quality of Welds on Roof Deck
Visual Quality of Welds on Shear Studs
Check Size of Welds on Structursl Steel
Check Size of Welds on Joists / Girders
Check Size of Welds on Misc Steel
Check Size of Welds on Pre Cast Connection
Check Size of Welds on Shear Studs
Ultrasonic Testing of Welds
Mag Particle Testing of Welds
Report hand wdtten at time of inspection by Field Inspector
Report will he submitted as is and not typed
~' in box = In compliance
X in box = Non compliance } See Non compliance report
Inspected By: Doug Post, AWSlCertified 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
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIEN :'i'~-
PROJECT:
REPORT NO:
DATE:
PROJECT
PAOE
Type of Inspection Location In I Non
, ComplianceI Compliance
Check Bolt Tightening Procedure
Check Connection for Required Size of Bolts
Check Connection for Required No. of Bolts
Check Bolt Tighl~ess wil~ Torque Wrench
Visual Inspection of Tension Control Bolts
Beadng Bolted Connections / Snug Tight
Check Bolted Connection /Tum of Nut
Check Gap on Loaded Indicator Washers
Check Size, Length, and No. of Shear Sluds
Check Gauge of Coml3osite Deck
Check Gauge of Roof Deck
Check Size Lap Connection on Composite Deck
Check Size Lap on Roof Deck
Check Installation of Bridging on Joists I Girders
Check Installation of Expansion Anchors
Check Grout
Repoct hand written at time of inspection by Field Inspector
Report will be sul3mitted as is and not typed
~' in box = In compliance
X in box = Non compliance } See Non compliance report
Inspected By: Doug Post, AWS/Certifled 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
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF GROUT REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: November 2, 1999
Riverchase Elementary School, Coppetl, Texas Project No.: 0791-2184
SAMPLE DATE: October22, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 79
GROUT TEMP. (°F): 84
TIME BATCHED: 1:00 p.m.
TIME SAMPLED: 1:20 p.m.
WEATHER CONDITION: Clear
LOCATION .OF PLACEMENT:
DaI-Mac
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
19th Course - Gym Locker Wall
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 57 7 10-29-99 19380 2741 2500/28 days
REC 58 28 11-19-99
REC 59 28 11-19-99
REC 60 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Curing: , ,
REMARKS:
Technician: Tom Cranford
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
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