SC-CFBISD Riverchase-LR 991119FUGRO 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 19, 1999
Project No.: 0791-2184
SAMPLE DATE: November 10, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
Gymnasium north side row 31
7:10 am Time Sampled:
Type S
7:27 am
~AMPLE AGE DATE AREA APPLIED C0MPRESSlVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (scI. in.) (lbs.) (psi) (psi/da)s)
REC 175 7 11/17/99 4.0 6680 1670 1800/28
REC 176 7 11/17199 4.0 6715 1679
REC 177 7 11/17/99 4.0 6750 1687
REC 178 28 12/08/99 4.0
REC 179 28 12/08/99 4.0
REC 180 28 12/08/99 4.0
Remarks:
Temperature: Mortar 66°
Temperature: Ambient 64°
William Granger
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.
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 19, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: October 15' 1999
CONTRACTOR: DaI-Mac
TICKET NO.: 353648
AMBIENT TEMP. (°F): 92
CONCRETE TEMP. (°F) (ASTM C.1064): 64
TIME BATCHED: 12:45
TIME SAMPLED: 1:10
WEATHER CONDITION: clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 27-758
MIX ID NUMBER: 9351
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4.5
Grade beam, grid 15 x K
CONCRETE CYLINDER COMPRESSIVE STRENGTH YE.S'i'S
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFi~ COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idays) TESTED (p_~_,nds) (psi) (psi)
REC 181 7 10-22-99 98000 3470 3000/28 days
REC 182 28 11-12-99 121000 4280
REC 183 28 11-12-99 122000 4320
REC 184 Hold Fracture .mod__e is (A) unless othenvise noted
Specifications: Making & ASTM C-31 Testing ASTM C'143, Typesof [~ ~] ~ ~
Cuilr,,~: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
William Granger
FUGRO SOUTH INC.
Reviewed By: c'~i ~
SMH/kp
Distribution:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate~ayne
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
STRUCTURAL STEEL INSPECTION REPORT
CLIENT:
PROJECT:
REPORT NO:
Carrollton - Farmers Branch lSD c/o DaI-Mac Construction
Riverchase Elementary School, Coppell, Texas
4
DATE: November 19, 1999
PROJECT NO: 0791-2184
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: Stl'uctural Steel In.pectlen } VLtual Inspection of Welds on ~Str I Steel - Metal Deck Units) or
Ultrasonic Te~ting or Magnetic Pa~Jcle Inspection of Welds and Inspection of Bolted Connections for c~mpilance to Project
specifications, Contract Documents, Drawings, and Governing Codes } AWS, AISC, ASTM, SJI, ASNT, ANSI.
~.) attached Field Re=efts for Srmcific Items I~*~-~c~ed or Tested end Tvoe of Insaection or Testina r~orformed
Location of Inspection: See attached Field reports for Specific Areas Inspected Or Tested.
Results of Inspection: Project Complete i Project Incomplete
Fabrication Is:
x
Erection Is:
In Compliance X
Non Compliance
Note: Workmanship type deviations noted dudng 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/Cer~ed Welding Inspector, ASNT/Certified Level 2 (UT. MT)
Distribution:
DaI-Mac Construction - Jason Lillard
Dal-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
,-", ---. UU
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: -'~/~;11' '(,~,,~P~ DATE= . t~.l. lo~/c~
PROJECT: .'/'~J2~,c_~4~. El,~',~w. -~~( PROJECTNd: O~.~)- 2/~
REPORT NO:'~ PAGE __ OF
In N~n
Type of Inspection Location
Compliance ComPliance
Ch~ ~t ~gh~
Visual Insp~
Ch~ Gap on L~ I~i~ Washem
Ch~ Size. ~ng~.
Ch~ G~ge of
C~ Gauge of ~f
Che~ Size ~p
Ch~ Ins~lla~ of Balding on Jois~ /
Ch~ I~mlla~ of ~panN~
Che~ G~ut
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-3
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 Dat-Mac Const. Report Date: November 19, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 18, 1999
Dal Mac
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 60
GROUT TEMP. (°F): 74
TIME BATCHED: 11:05
TIME SAMPLED: 11:15
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT: Gymnasium wall
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C.231)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
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 41 7 10/25/99 25700 3635 2500/28 days
REC 42 7 10/25/99 25770 3654
REC 43 28 11/15/99 37000 5230
REC 44 28 11/1 5/99 36600 5180
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39
Cudng:
REMARKS:
Technician: William Granger
FUGRO SOUTH, INC.
Reviewed By~
SMH/rm
Distribution:
DaI-Mac Construction - Jasor~ Liliard
City of Coppell - Larry Davis t
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle