SC-CFBISD Riverchase-LR 991029FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CYLINDERS
CLIENT:
PROJECT:
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: October 29, 1999
Project No.: 0791-2184
SAMPLE DATE: October 15, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 88
GROUT TEMP. (°F): 82
TIME BATCHED: 11:15 am
TIME SAMPLED: 11:30 am
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-t43)
Gymnasium north side, coarse 25, northeast and northwest ends
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3' x 6", 7.07 square inches
CYMNDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 37 7 10/22/99 23670 3348 2500/28 days
REC 38 7 10/22/99 23490 3322
REC 39 28 11/12/99
REC 40 28 11/12/99
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39
Curing:
REMARKS:
Technician: William Granger
FUGRO SOUTH, INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Jason Liilard
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
REPORT DATE: October 29, 1999
PROJECT NO: 0791-2184
SAMPLE DATE: September 24, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Striland Construction
316036 CONCRETE SUPPLIER:
75 PLANT/TRUCK:
76 MIX ID NUMBER:
8:45 AIR (%) (ASTM C-231):
9:45 WATER ADDED (gal):
clear SLUMP (in.) (ASTM C-143):
Grade beam in area "A" on lines D and G
Pioneer
29/1880
9351
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 111 7 10-1-99 110000 3890 3000/28 days
REC 112 28 10-26-99 126000 4460
REC 113 28 10-26-99 128000 4530
REC 114 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Types of
Cudng: Mefl'mds: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Jason Lillard
DaloMac 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. REPORT DATE: October 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 28, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1423058
AMBIENT TEMP. (°F): 73
CONCRETE TEMP. (°F) (ASTM C.1064): 76
TIME BATCHED: 7:15
TIME SAMPLED: 7:57
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/458
MIX ID NUMBER: 8273
AIR (%) (ASTM C-231):
WATER ADDED (gal): 20
SLUMP (in.) (ASTM C-143): 5 3/4
Pavement on grade, parking lot near bus drop thoroughfare area,
sampled at middle median in thoroughfare
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER, , Ida}rs) TESTED (pounds) (psi) (psi)
REC 124 3 10/01/99 89000 3150 3500/28 days
REC 125 7 10/05/99 116000 4100
REC 126 28 10/26/99 152000 5380
REC 127 28 10/26199 150000 5310
REC 128 Hold
Fracture mode is (A) unless oflherWise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r-['~ r~ r-
Cudng: Methods: ASTM C-39 Fracture: AVXI [/XJ VI L.JB C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/rm
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-Farrners Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 28, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1423326
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (ASTM C-1064): 83
TIM E BATCHED: 9:18
TIME SAMPLED: 10:15
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/472
MIX ID NUMBER: 5.50 SK
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C.143): 5
Pavement on cul-de-sac, 20 feet east of west end, 10 feet south of
north end
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 129 3 10/01/99 67000 2370 3500~28 days
REC 130 7 10/05/99 102000 3610
REC 131 28 10/26/99 136000 4810
REC 132 28 10/26199 138000 4880
REC 133 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~:1 r~ r--~ ['-
Cudng: Methods: ASTM C-39 Fracture: A1(..3 VXI vi L..JB C D
REMARKS:
Technician:
SMH/rm
Distribution:
Frank Daniel
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppetl - 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
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o Dai-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: October 29, 1999
Project No.: 0791-2184
SAMPLE DATE: September 30, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
C&D
ASTM C-109
First and second lift from bottom on the west wall of gymnasium
8:03 Time Sampled: 8:06
Type S
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) , (psi/days),
REC 1 7 10/07/99 4.0 13530 3380 1800/28
REC 2 7 10/07/99 4.0 13610 3400
REC 3 7 10/07/99 4.0 13420 3350
REC 4 28 10/28/99 4.0 19550 4890
REC 5 28 10/28/99 4.0 19210 4800
REC 6 28 10/28/99 4.0 19430 4860
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.
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: October 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184
SAMPLE DATE: September 30, 1999
CONTRACTOR: CMD
TICKET NO.:
AMBIENT TEMP. (°F): 69
GROUT TEMP. (°F): 60
TIME BATCHED: 10:30
TIME SAMPLED: 10:35
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
On Site
0
North wall on gymnasium on grid line 11.0 7 layers and down
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 5 7 10/07/99 31950 4520 2500/28 days .
REC 6 28 10~28~99 45010 6370
REC 7 28 10/28/99 44890 6350
REC 8 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Cudng:
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.
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: October 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 30, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Striland Construction
316242 CONCRETE SUPPLIER: Pioneer
71 PLANT/TRUCK: 29/1806
75 MIX ID NUMBER: 9351
11:40 AIR (%) (ASTM C.231): 4.5
12:30 WATER ADDED (gal): 20
Sunny SLUMP (in.) (ASTM C.143): 3.50
Grade beams in Area C on grid lines 15 and H.3
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da)ts) TESTED (pounds) (psi) (psi)
REC 149 7 10107/99 116000 4100 3000/28 days
REC 150 28 10/28/99 139000 4920
REC 151 28 10/28/99 137000 4850
REC 152 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C'143, Types°f ~] [~ [~1 E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH IN~
SMH/rm
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 GROUT CYLINDERS
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
PROJECT: Riverchase Elementary School, Coppell, Texas
Report Date: October 29, 1999
Project No.: 0791-2184
SAMPLE DATE: October 20, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 68
GROUT TEMP. (°F): 69
TIME BATCHED: 10:40
TIME SAMPLED: 10:50
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)
Coarse 55, 20 blocks right of northwest corner
On Site
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inches
CYMNDER AGE DATE TOTAL LOAD ' COMPRESSIVE REQUIRED COMPREssIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 49 7 9/27/99 24850 3515 2500/28 days
REC 50 28 10/18/99
REC 51 28 10/18/99
REC 52 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C.143, ASTM C-39
Cudng:
REMARKS:
Technician: Greg Forsythe
SMH/rm
Distribution:
FUGRO SOUTH, INC.
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: October 29, 1999
Project No.: 0791-2184
SAMPLE DATE: October 20, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
Gymnasium Coarse 55 5 blocks right of northeast corner
10:00 Time Sampled: 10:10
Type S
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) tpsildays) ,
REC 85 7 09/27/99 4.0 8820 2205 1800/28
REC 86 7 09/27/99 4.0 8610 2153
REC 87 7 09/27/99 4.0 8480 2120
REC 88 28 10/18/99 4.0
REC 89 28 10/18/99 4.0
REC 90 28 10/18/99 4.0
Remarks:
Greg Forsythe
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
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: October 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE: October 19, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
74
72
10:20 am
10:30 am
Partly cloudy
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (inches) (ASTM C.143)
North side of gymnasium 30 up all across
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inches
CYUNDER AGE DATE TOTAL LOAD COMPRESSIVE REQU'IRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
REC 45 7 10/26/99 17090 2417 2500~28 days
REC 46 7 10/22/99 17910 2533
REC 47 28 11/16/99
REC 48 28 11/16/99
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39
Curing:
REMARKS:
Technician: William Granger
FUGRO SOUTH, INC.
Reviewed By ',,'~"~'~ -
SMH/rm
Distribution:
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.
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: October 29, 1999
Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184
SAMPLE DATE: October 19, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C- 109
North side of gymnasium 30 up all across
11:20 am Time Sampled:
Type S
11:30 am
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq-in.) (lbs.) (psi) (psi/days)
REC 79 7 10126199 4.0 8750 2188 1800/28
REC 80 7 10/26/99 4.0 8600 2150
REC 81 7 10/26/99 4.0 8570 2143
REC 82 28 11f16/99 4.0
REC 83 28 11116/99 4.0
REC 84 28 11/16199 4.0 ,
Remarks:
William Granger
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jason Liliard
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: October 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 24, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1420678
AMBIENT TEMP. (°F): 69
CONCRETE TEMP. (°F) (ASTM C.10~4): 76
TIME BATCHED: 6:02
TIME SAMPLED: 6:50
WEATHER CONDITION: clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TX!
PLANT/TRUCK: 41/804
MIX ID NUMBER: 5.5
AIR (%) (ASTM C-231): 3.6
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 3
Pavement on Starlift at station 1 +50
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 101 3 9-27-99 121000 4280 3500/28 days
REC 102 7 10-1-99 144000 5090
REC 103 28 10-26-99 181000 6400
REC 104 28 10-26-99 183000 6470
REC 105 Hold
Fracture mode is (A) unless otherwise no~
Specifica,ons: Making & ASTM C-31 Tes,ng ASTM C-143, Typesof r~ F~ [~ F"~
Curing: Methods: ASTM C-39 Fracture: Av~ Y_..51 Y_.l L--lB C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/rm
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. REPORT DATE: October 29, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September24, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1421029
AMBIENT TEMP. (°F): 70
CONCRETE TEMP. (°F) (ASTM C.1064).' 78
TIME BATCHED: 8:51
TIME SAMPLED: 9:30
WEATHER CONDITION: sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/837
MIX ID NUMBER: 5.5
AIR (%) (ASTM C-23'1): 3
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143): 3.5
Pavement on Starlift at station 4+50
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 106 3 9-27-99 130000 4600 3500/28 days
REC 107 7 10-1-99 137000 4850
REC 108 28 10-26-99 190000 6720
REC 109 28 10-26-99 188000 6650
REC 110 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ 0 F-]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/rm
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
CLIENT:
PROJECT:
REPORT NO:
Owner:
Architect:
Engineer:
Contractor:
Fabricator:
Ph (972) 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT --
Carrollton - Farmers Branch lSD c/o DaI-Mac Construction DATE: October 29, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
PAGE 1
Carrollton - Farmers Branch
SHW Group, Inc.
SHW Group, Inc.
DaI-Mac Construction
Location of Project: Coppell, Texas
Performed At: Job Site X Fabrication Shop
DESCRIPTION OF INSPECTION: Structural Steel Inspection } Visual Inspec~on of Welds on ]~[~I]~J~L~~) or
Ultrasonic Te~ting or Magnetic Particle Inspection of Weld~ and Inspection of Bolted Connections for compliance to Project
specifications, Contract Documents, Drawings, and Govemlng Codes } AWS, AISC, ASTM, SJI, ASNT, ANSI.
of Inspection: See attac~eports for Specific Areas Inspected or Tested.
Results of Inspection:
Erection Is:
Project Complete
Project Incomplete
X
are being conic, ted at time of Inspection, are not being listed on Report.
In Compliance
---------- X
4on Compliance
_._NOTE: Inspection was performed to verify compliance to Project s cations, Contract D ents Drawings a
Codes} AWS, AISC, ASTM, SJL, ASNT, ANSI
Inspected By:
Distribution:
Doug Post, AWS/Certified Welding Inspector, ASNT/Cerfified 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: ~.~.~'~,..J- -/'~.~,,,,,,~ ~ ~.,Jg-~. I,'~ DATE: lo.h=./"~'~
PROJECT: ~/~F...~.,CP,~E_ '~/~.,.~'~.~/"~e~: PROJECi N0: .0'~'? ~- ? ]~
REPORT NO: J PAGE ,P*-. OF ..~
In I Non
Type of Inspection Location Compliance Compliance
Check Bolt Tightening Procedure
Check Connection for Required Size of Bolts
Check Connection for Required No. of Bolts ~, .V/''
Check Bolt Tightness with Torque Wrench
Visual Inspection of Tension Control Bolts
Beadng Bolted Connections I Snug Tight
Check Bolted Connection / Turn of Nut
Check Gap on Loaded Indicator Washers
Check Size, Length, and No. of Shear Studs
Check Gauge of Composite 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 / Girders
Check Installation of Expansion Anchors
Check Grout
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 repor~
Inspected By: Doug Post, AWS/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-3
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
I=h (972) 484-8301; Fax (972) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: ~ ...' .."T" jC~'~ ~,~ ~ :T~--
- ~':~ .'.~ ~'~ DATE: ,
PROJECT: -~.,,/~_.:~.~C.~z~,. .- ~. ~t~.,.. ~ ~ ~ ~,..~ PROJECT ~O: ~/-
REPORT NO: I ~ PAGE 5 OF
Type of Inspection Location
I ' Non
Compliance,
Compliance
Check Anchor Bott Group
Check Nuts on Anchor Bolts / Tight
Check Erection Procedures
Check for Damaged Members
Check Welders Qualification Records ~k~T.- ~ ~1~ ~-~ ~ ~,~ i F..
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 Structural 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 Composite / Roof Deck
Check Size of Welds on Shear Studs
Ultrasonic Testing of Welds
Mag Particle Testing of Welds
Report hand written 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, AWS/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-2
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: October 29, 1999
Project No.: 0791-2184
SAMPLE DATE: October 18, 1999
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac
ASTM C-109
Gymnasium south side coarse 3 and 19 blocks from southwest corner
10:40 Time Sampled: 10:45
Type S
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 73 7 10/25/99 4.0 8140 2035 1800128
REC 74 7 10/25/99 4.0 8250 2062
REC 75 7 10/25/99 4.0 8370 2092
REC 76 28 11/15/99 4.0
REC 77 28 11/15/99 4.0
REC 78 28 11/15/99 4.0
Remarks:
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 Belt
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyte