SC-CFBISD Riverchase-LR000104FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, c/o Del-Mac ConstructionREPORT DATE: January 4, 2000
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: December 30, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACl Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Slab on Deck - All of Area "A" - Slab on Deck
following location:
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
4:25 a.m.
9:05 a.m.
180
5.0 to 5.5
5.0
Pioneer - Plant No. 29 & 22
55 - 58°F
4000/28
16
No
Michael Overstreet
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Lillard
Del-Mac Construction - Nate/Oayne
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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
REINFORCING STEEL PLACEMENT OBSERVATION
Carrollton-Farmers Branch lSD, cio DaI-Mac ConstructionREPORT DATE: January 5, 2000
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: Deember 30, 1999
General Contractor:
Method of Test:
Results / Remarks:
DaI-Mac, Striland
Applicable ACl Recommendations and ASTM Standards
On the above sample date, a representative of Fugro South observed the reinforcing steel placed at the following
location:
· Entire Slab on Deck of Area "A"
The steel was checked for proper size, grade, quantity, vertical location, horizontal spacing, correctness of
bends and splices, firmness and security of support and ties and clearances between reinforcement and forms.
No discrepancies were noted this date.
Michael Overstreet
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
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: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 4, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 3, 1999
CONTRACTOR: DaI-Mac
TICKET NO.: 385559
AMBIENT TEMP. (°F): 62
CONCRETE TEMP. (°F) (ASTM C-1064): 69
TIME BATCHED: 4:00
TIME SAMPLED: 4:35
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Slab on Deck - Area "D" on southeast comer
Pioneer
29/1880
9704
150
5.0
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 197 3 12-6-99 77000 2720 3000/28 daYs
REC 198 5 12-8-99 92000 3250
REC 199 28 12-31-99 121850 4310
REC 200 28 12-31-99 125200 4430
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ r---]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By: ~
DaI-Mac ~onstruction - 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: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 4, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 3, 1999
CONTRACTOR: DaI-Mac
TICKET NO.: 385567
AMBIENT TEMP. (°F): 60
CONCRETE TEMP. (°F) (ASTM C.10~4): 70
TIME BATCHED: 5:45
TIME SAMPLED: 6:30
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 29 / 2
MIX ID NUMBER: 9704
AIR (%) (ASTM C-231.):
WATER ADDED (gal): 75
SLUMP (in.) (ASTM C-'143): 5.5
Slab on Deck - 15 feet west and 20 feet south from northeast corner
Area "D"
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 201 3 12-6-99 78000 2760 3000/28 days
REC 202 5 12-8-99 80000 2830
REC 203 28 12-31-99 104000 3680
REC 204 28 12-31-99 101800 3600
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: David Putman
SMH/bg
Distribution:
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 CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
REPORT DATE: January 4, 2000
PROJECT NO: 0791-2184
SAMPLE DATE: December 3, 1999
CONTRACTOR: DaI-Mac
TICKET NO.: 385571
AMBIENT TEMP. (°F): 64
CONCRETE TEMP. (°F) (ASTM C-10S4): 69
TIME BATCHED: 6:25
TIME SAMPLED: 7:05
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Pioneer
20 / 1912
9704
3O
5.0
Slab on Deck - Area "D" - 30 feet south and 5 feet east from northwest
comer
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 205 3 12-6-99 68000 2410 3000/28 days
REC 206 5 12-8-99 73000 2580
REC 207 28 12-31-99 90180 3190
REC 208 28 12-31-99 89400 3160
Fracture mode is (A) unless otherwise noted
Specificati°ns: Making & ASTM C'31 Testing ASTM C-143, Typesof [~ [~] 71 r--~
cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: David Putman
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Liliard
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
CLIENT:
PROJECT:
REPORT NO:
STRUCTURAL STEEL INSPECTION REPORT
Carrollton - Farmers Branch lSD c/o DaI-Mac Construction DATE: January 4, 2000
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
10 PAGE 1
Owner:
Architect:
Engineer:
Contractor:
Fabricator:
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 } Vieual Inspection of Welds on (Str I ~teel - 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.
~ee attached Field Reoorts for S~ectflc Items In-___nectad or Tested and Tv~e of Insoection or Teetin~ ;~erformed
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/Certifled Level 2 (UT, MT)
Distribution:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate/Payne
City of Coppeil - 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: Carrollton - Farmers Branch lSD c/o DaI-Mac Construction DATE: January 4, 2000
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
REPORT NO: 10 PAGE 2
Number Description Location Deviate From Corrective Action Taken
1 Mislocation of bolt holes. Area C Drawings Corrections have been made per
Required number of bolts or foundation level RFI #76. Visual quality of welds are
12/27/99 all bolts could not be L @ 12 beam ~n compliance
installed to beam web
2 Bolt holes at expansion joint Area C roof Drawings Make corrections per attached
on joist base plate angles between 12 & Vulcraft Fix-It dated 12/21/99
12/27/99 have been omitted. Joist to 15 @ W
beam top flange at
expansion joint ...
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.
2~80 Virgo Lane; Dallas. Texa~ 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: N~'~t3J3~--] ~ ~%'{'o DATE: [ --
PROJECT: "~~~ ~..,~[.w~l~,,.i~P-'~ ~'~cJ~''~'~ PROJECT NO:
REPORT NO: ' /g~ ~. PAGE ~OF
I In I Non
Type of Inspection I Location Compliance Compliance
Check NutS on Anchor Bolts / Tight
Check Erection Procedures
Check for Damaged Members
Check Welders Qualification Re¢-,3rds
Cl~eck Fit-Up of Welded Comle_~-ons ,,.
Visual Quality of Welds on S~-'-'~-J~al Steel
visual Quality of We!cL~_ on JoistS / Girders
Visual Quality of Welds on Misc Steel
visual Quality of We!d-_ on Pre Cast Connection
Visual Quality of Welds on Composite Deck '~'_~, ~ ~'.D -- '~ ;~ IMI '
vis,,a~ Qua~i~ of Welds on Roo~ O.ck
~lisual Quality of Welds on Shear S",",
Check Size of Welds on Structural Steel
Check Size of Welds on Joi._~tS / Girdem
Check $iz_- of Welds on Mist Steel
Check Size of Welds on Pre Cast Connection
Check Size of Welds on Composite / Roof Deck
Check Size of Welds on Shear Studs
Ultrasonic Testing of Welds
Re~o~ ~and written at time of inspection by Fielcl Inspector ~' in box = In corn; mca
Re~,crt will ~e submitted as is and not typed X in ~3ox = Non compliance } See Non compliance rep(3~
Inspected By: Doug Post, AWS;Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-2