SC-Coppell HS-LR000705FUGRO SOUTH, INC.
28~0 Vi~go Lane; D~llas, Tex_=~_ 75229
Ph (972) ~1; Fax (972) $20-7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: July 5, 2000
PROJECT: Coppell High School. High School Expansion Project No.: 0791-2206
Coppell, Texas
DATE PERFORMED: June 28, 2000
General Contractor: The Cortez Group
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Ground level grade beams at 5-6 - C-B and 4 & 3 & 2 -
following location: C-B
Time placement began: 6:30 a.m.
Time placement ended: 7:30 a.m.
Total cubic yards placed: 20
Slump range (inches): 3.0 - 4.0
Slump required (inches): 5.0
Concrete supplier and plant: Lattimore - Plant No. 3
Concrete temperature range (°F): 84 - 86°F
Strength required (psi/days): 3000/28
Number of cylinders made: 4
Superplasticizer used: No
Sammy Roberts
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By: '~'~' "'"~,'~,<-------~
SMH/bg
Distribution: DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2~0 Vlrgo Lane; Dallas. Texas 75229
Ph (972) 4~4-8301; Fax (972) 620-7328
REINFORCING STEEL PLACEMENT OBSERVATION
CLIENT: Coppell lSD, ~o Dal- Mac Construction Co. Report Date: July 5, 2000
PROJECT: Coppell High School, High School Expansion Project No.: 0791-2208
Coppell, Texas
DATE PERFORMED: June 28, 2000 I
General Contractor: The Cortez Group
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results ! Remarks:
On the above sample date, a representative of Fugro South observed the reinforcing steel placed at the following
location:
· Grade Beams - 5 & 6 - C-B
· Grade Beams-4&3&2-C-B
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.
The following discrepancies were noted:
· Bars burning forms at Grade Beams 5 - C through B
The above discrepancies were corrected prior to concrete placement.
Sammy Roberts
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By: ~ - ~-
SMH/bg
Distribution: DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford