SC-Coppell HS-LR000217FUGRO SOUTH, INC.
2880 virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972)620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (AST~ C-10~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac I Cortez Group
7083266
53.4
57.2
8:23 am
9:05 am
PiC & Windy
Piers: F/12, G/12
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/786
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 2
WATER ADDED (gal): 0
SLUMP (in.) (AST~ C.t43): 5.50
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)
CHC 576 7 02/16100 86000 3040 3000/28 days
CHC 577 28 03~08~00
CHC 578 28 03/08/00
CHC 579 Hold F~ackn'e mode is (A) ~,-,~,~ c,~,~,-..;~,
Making & ASTM 0-31 Testing ASTM C-143, Typesof r~ m r-~ r--
Specifications:
Curing: Methods: ASTM C-39 Fracture: Ay...~ v~J vi L..JB C
REMARKS:
Technician: Phillip Forrest
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By: ~
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
FUGRO SOUTH, INC.
2880 Virgo Lane: Dallas, Texas 75229
Ph (97'2) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 17, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (AS~ C-10~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
3899034
72.1
66.1
4:16 pm
4:56 pm
PIC & Windy
Piers:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/972
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 3
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5
B.3/3.5, B/3.5,
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)
CHC 580 7 02116100 96000 3400 3000/28 days
CHC 581 28 03/08/00
CHC 582 28 03/08/00
CHC 583 Hold
Fracture mode is (A) urdees olhem~e noted
Specifications: Maldng & ASTM C-31 Testing ASTM C-143, Types of
Curing: Melhods: ASTM C-39 Fract~e: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppetl lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
i
2880 Virgo I.a~e; Dallas, Taxa~ 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (AST~I C.10e4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
7083266
53.4
57.2
8:23 am
9:05 am
PIC & Windy
Piers: F/12, GI12
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/786
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 2
WATER ADDED (gal): 0
SLUMP (in.) (As?¥ c.143): 5.50
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)
CHC 576 7 02116/00 86000 3040 3000128 days
CHC 577 28 03/08100
CHC 578 28 03108/00
CHC 579 Hold
Fracture mode is (A) unless olherwise noted
Specifications: Making& A STM 0-31 T.ttng A~TM C-143, Types of [~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
J RJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texa~ 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17. 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac I Cortez Group
3899034 CONCRETE SUPPLIER: Lattimore ,.
72.1 PLANT/TRUCK: 3/972
66.1 MIX ID NUMBER: 16
4:16 pm AIR (%) (ASTM C-231): 3
4:56 pm WATER ADDED (gal): 0
PIC & Windy SLUMP (in.) (ASTM C-143): 5
Piers: B.313.5, B/3.5, A/1
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) (1~, i)
CHC 580 7 02/16/00 96000 3400 3000/2,8 days
CHC 581 28 03/08/00 ..'
CHC 582 28 03/08100
CHC 583 Hold
Fracture mede is (A) unless oUterwt~ holed
Specifications: Making & ASTM C-31 T.,ng ASTM C-143, Types of ~ ~ [~] E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By:... ~ .~_.~--
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
FUGRO SOUTH, INC.
2880 Vtrgo Lane; Da#aa, Taxa~ 75229
Ph (972) 484-6301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppe~l lSD, c/o Dal - Mac Construction Co. Report Date: February 17, 2000
PROJECT: Coppell High School, Stadium Expansion Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac ! Cortez Group
7083266
53.4
57.2
8:23 am
9:05 am
P/C & Windy
Piers: FI12, G/12
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/786
MIX ID NUMBER: 16
AIR (%) (ASTM C-2-~1): 2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27' aquare Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STREHGTH
NUMBER (days) , TESTED (pounds) (psi)
CHC 576 7 02/16100 86000 3040 3000/28 da)~s
CHC 577 28 03108100
CHC 578 28 03108100
CHC 579 Hold
Making & ASTM C-31 Testing ASTM C-143, Type$of ~ r'~ [-~ r--~
Specifications:
Curing: Melhods: ASTM C-39 Fracture: AIf.51 v~ vi I...JB C
REMARKS:
Technician: Phillip Forrest
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By: ~
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
FUGRO SOUTH, INC.
2880 Vkgo Lane; Dallas, Tsxa~ 75229
Ph (972) 4846301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTU C.t0S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac I Cortez Group
3899034
72.1
66.1
4:16 pm
4:56 pm
PIC & Windy
Piers:
CONCRETE SUPPLIER: Lattlrnore
PLANT/TRUCK: 3/972
,J~tX ID NUMBER: 16
AIR (%) (ASTM C-231): 3
WATER ADDED (gal): 0
SLUMP (in.) (A. STM C.143): 5
B.313.5, B/3.5, A/1
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)
CHC 580 7 02/16100 96000 3400 3000/28 days
CHC 581 28 03/08100 ..'
CHC 582 28 03~08~00
CHC 583 Hold
Fracture mode is (A) unles~ o~'terwise notod
Speciflcatlons: Making & ASTM C'31 Testing ASTM C-143. Typesof ~ ~ ~ D
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By: ~
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
FUGRO SOUTH, INC.
2~80 Virgo Lmm; Dm#am. Tex~ 75229
Ph (972) 4~4-6301; F~x (972) 620-7326
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17. 2OO0
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac I Cortez Group
7083266 CONCRETE SUPPLIER: Lattimore
53.4 PLANT/TRUCK: 7/786
57.2 MIX ID NUMBER: 16
8:23 am AIR {%) (ASTM C-23t): 2
9:05 am WATER ADDED (gal): ~ 0
P/C & Windy SLUMP (In.) (AS'rM C.143): 5.50
Piers: FI12, C-d12
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)
CHC 576 7 02/16100 86000 3040 3(X)0/28 dal/s
CHC 577 28 03108/00
CHC 578 28 03108/00
CHC 579 Hold
Fracture mode is (A) unless olhetwise noMd
Specifications: Making & ASTM C-31 Testing ASTM 0.143, TYpeSof ~ m i'-/i i'-I
Curing: Melhods: ASTM C-39 Fracture: AV~ V~ VI LJB c D
REMARKS:
Technician:
SMH/rm
Distribution:
Philtip Forrest
FUGRO SOUTH INC.
Reviewed By: ~ --
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Taxa~ 75229
Ph (9?2) 484-8301; Fax (972) 620-?328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR: Dal Mac I Cortez Group
TICKET NO.: 3899034 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): '72.1 PLANT/TRUCK: 3/972
CONCRETE TEMP. (°F) (ASTM C.1064): 66.1 MIX ID NUMBER: 16
TIME BATCHED: 4:16 pm AIR (%) (ASTU C-23t): 3
TIME SAMPLED: . .' 4:56 pm WATER ADDED (gal): 0
WEATHER CONDITION: PIC & Windy SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: Piers: B.313.5, B/3.5, A/1
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) (l~i)
CHC 580 7 02116/00 96000 3400 3000/28 da)~s
CHC 581 28 03/08/00 ..,
CHC 582 28 03/08/00
CHC 583 H~d
Fracture mode is (A) unles~ ~ noted
Specfficali°n$: Maidng & ASTM C'31 Te~ting ASTM C'143. TYpesof ~] [~ [~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
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
FUGRO SOUTH, INC.
2680 Vlrgo Lane; Dalla~, Texas 75229
Ph (912) 464-6301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
.... ~' Dal Mac I Cortez Group
7083266
53.4
57.2
8:23 am
9:05 am
PIC & Windy
Piers: FI12, GI12
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/786
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-t43): 5.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPREE$1VE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) "TESTED (pounds) (psi) (psi)
CHC 576 7 02/16100 86000 3040 3000/28 days
CHC 577 28 03/08/00 .'
CHC 578 28 03/08/00
CHC 579 Hold
' Fracture mode is (A) ~ °~hen~ae nord
Speciflcatl°ns: Making & ASTM C'31 Testing A~TM C'143, T~e$~ ~ ~ [~D
Curing: Melhods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Philltp Forrest
FUGRO SOUTH INC.
SMl-I/rm
Distribution:
Reviewed By: ~ -
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
FUGRO SOUTH, INC.
2680 Vkgo Lane; Da&al. Texas 75229
Ph (972) 464..8,101; Fax (972) 620,-7326
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppall, Texas
Report Date: Felxuary 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASWa C.1OS4):
TIME BATCHED: ·
TIME SAMPLED:
WEATHER CONDITION: "'
LOCATION OF PLACEMENT: '
Dal Mac I Cortez Group
3899034 CONCRETE SUPPLIER: Lattimore
72.1 PLANT/TRUCK: 3/972
66.1 MIX ID NUMBER: 16
4:16 pm . .... AIR (%) (ASWa C-231): 3
4:56 pm WATER ADDED (gal): 0
P/C & Windy SLUMP (in.) (AS?M C-14~): 5
Piers: B.3/3.5, B/3.5, N1
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28~7 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~/s) TESTED (pounds) (psi) (psi)
CHC 580 7 02/16/00 96000 3400 3000/28 da)fs
CHC 581 . 28 03/08/00 ...
CHC 582 28 03/08/00
CHC 563 Hold
Fracture mode is (A) ufllell olll~wile nolld
Specifications: IVl~lng & ASTM C-31 Testing ASTM C-1430 Type~°~ ~3 [~] I~1 D
Cudng: Methods: ASWa C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By:
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.10e4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac I Cortez Group
7083266
53.4
57.2
8:23 am
9:05 am
PIC & Windy
Piers: FI12, G/12
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/786
MIX ID NUMBER: 16
AIR (~{~) (ASTM C-2:~1): 2
WATER ADDED (gal): 0
SLUMP (in.) (ASTla C.143): 5.50
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,. (pound~) (psi) (psi) , ,,
CHC 576 7 02/16/00 86000 3040 3000/28 da)~s .
CHC 577 28 03/08100
CHC 578 28 03/08/00
CHC 579 Hold
Fracture mode is (A) urde~s olhen~ise noted
Specifications: Making& ASTM C-31 Testing ASTM C-143, Types of ~]
Cudng: Methods: ASTU C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By: ~
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 Wiiliford
FUGRO SOUTH, INC.
i
2880 Vir0o Lane; Dadliil. Taxa~ 75229
Ph (972) 484-8,101; Fax (972) 620..7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2000
Project No.: 0791-22o8
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP.
CONCRETE TEMP. (°F) (ASTM C-t0S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT: .....
Dal Mac I Cortez Group
3899034
72.1
66.1
4:16 pm
4:56 pm
P/C & Windy
Piers:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/972
MIX ID NUMBER: 16
AIR (%) (ASWa C-231): 3
WATER ADDED (gal): 0
SLUMP (in.) (AST¥ C.143): 5
B.3/3.5, BI3.5, N1
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED CO~PRE$81VE
CYLINDER AGE DATE LOAD STRENGTH ** STRENGTH
NUMBER (days) TESTED (pounds) (psi) (1~1)
CHC 580 7 02116/00 96000 3400 3000/28days ..
CHC 581 28 03/08100
CHC 582 28 03108/00
CHC 563 Hold
Fracture mode la (A) untes~ oltmnvtse noMd
Speciflcatl°ns: Idaldng & ASTM C'31 Te'Ung ASTM C'143. Type~of ~] [~ [~1 D
Curing: Melhods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By: ~ ~
Dal-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike EImore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
i
2880 Vtrgo Lane; Dallas. Taxam 75229
Ph (972) 484-8,,t01; Fax (972) 820-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: Felxuary 17, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-t0~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cm'tez Group
7083266
53.4
57.2
8:23 am
9:05 am
PIC & Windy
Piers: FI12, GI12
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/786
MIX ID NUMBER: 16
AIR (%) {AsTt~ c.231): 2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRE~81VE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 576 7 02/16100 86000 3040 3000/28 da~pa
CHC 577 28 03108100 .*'
CHC 578 28 03108100
CHC 579 Hold
Fracture mode is (A) untes~ olhelIMee holed
Curing: Melhod$: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By: ~ -
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
FUGRO SOUTH, INC.
2__~0_ Viqlo Lane; DJaaJ. Tex~ 75229
(972),1~14,101; Fax (972)
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Oal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2O00
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (AST~ C.lOe4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:.
Dal Mac I Cortez Group
3899034
72.1
66.1
4:16 pm
4:56 pm
PIC & Windy
Piers:
CONCRETE SUPPLIER: Latttmore
PLANT/TRUCK: 3/972
MIX ID NUMBER: 16
AIR (%) (ASTM C.231): 3
WATER ADDED (gal): 0
SLUMP (In.) (ASTra C-143): 5
B.3/3.5, B/3.5, A/1
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESE~fE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (1~i)
CHC 560 7 02/16/00 96000 3400 3000/28 ,days
CHC 561 28 03/08100 ..,
CHC 562 28 03108/00
CHC 563 Hold
Fractu~ mode ~ (x) un~e~ o~=va, e hems
Sper-'iflcalt°n$: Making & ASTM C'31 Tes#ng ASTM C'143, Type~°f ~] [~ [~1 D
Curing: Idethods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:..
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
FUGRO SOUTH, INC.
i
CLIENT:
PROJECT:
2880 Vir~,o Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
GENERAL REPORT
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 17, 2000
Project No.: 0791-2208
DAILY ACTIVri'Y REPORT: February 15, 2000
Services Performed: Visual Inspection
Weather Conditions: Partly Cloudy
Contractors on Site: Cortez
Remarks: On this date, a representative of Fugro South, Inc. was present on the above mentioned project
to perform the following tests and observations as requested:
· On-site fill material has a lot of roots and large pieces of trees, Tri Del dozer operator said he would get a
separator to remove it. Test taken were approximately 6 feet below grade in natural ground and had only a
few roots but other excavated material was not acceptable for use as fill unless organics removed.
David Putman
Fugro South Technician
FUGRO SOUTH, INC.
David A. Belcher, P.E.
Sr. Project Manager
SMH/bg
Distribution:
DaI-Mac Construction - Damon ~rman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 17, 2000
Coppell High School, Stadium Expansion Project NO.: 0791-2208
Coppell, Texas
DATE PERFORMED: February 15, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Stadium seating - Retaining wall - 30 feet east of Grid
following location: Line A
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:
12:00
2:00
4.0 TO 5.0
5.0
Lattimore - Plant No. 3
77 - 79°F
4000/28
4
No
David Putman
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
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