SC-Coppell HS-LR 991214FUGRO SOUTH, INC. ' '
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: November 12, 1999
CONTRACTOR: The Cortez Group
TICKET NO.: CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 55 PLANT/TRUCK: 3
CONCRETE TEMP. (°F) (ASTM C-10~4): 70.1 MIX ID NUMBER: 642
TIME BATCHED: 3:00 AIR (%) (ASTM C-231): 5.4
TIME SAMPLED: 3:45 WATER ADDED (gal): 15
WEATHER CONDITION: SLUMP (in.) {ASTM C-~43): 5
LOCATION OF PLACEMENT: Paved second floor at AN and Al0
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) (pal)
CHC 348 7 11/19/99 84000 2970 3000/28 days
CHC 349 28 12/10/99 108000 3820
CHC 350 28 12/10/99 106000 3750
CHC 351 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;~;I F~ r--~ r-]
Cudng: Me{hods: ASTM C-39 Fracture: A[/XJ [/~ VI L_JB CD
REMARKS:
Technician: Julio Perez FUGRO SOUTH INC.
Reviewed By:
SMH/rm
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
FUGRO SOUTH, INC. '
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppetl High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: November 12, 1999
CONTRACTOR: The Cortez Group
TICKET NO.: 3094807 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 55.1 PLANT/TRUCK: 3
CONCRETE TEMP. (°F) (ASTM C-1064): 70.1 MIX ID NUMBER: L42
TIME BATCHED: 3:21 AIR (%) (ASTM C-231): 5.4
TIME SAMPLED: 4:15 WATER ADDED (gal): 10
WEATHER CONDITION: SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: Paved: Second floor at AP and A3
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 352 7 11/19/99 118000 4140 3000/28 days
CHC 353 28 12/10/99 136000 4810
CHC 354 28 12/10/99 138000 4880
CHC 355 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ [~]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Julio Perez FUGRO SOUTH INC.
Reviewed By: '~, ~ ~,,,~,-,,~
SMH/rm
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972} ,~84.8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: November 12, 1999
CONTRACTOR: The Cortez Group
TICKET NO.: 3094814 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 55.1 PLANT/TRUCK: 3
CONCRETE TEMP. (°F) (ASTM C.10~4): 70.1 MIX ID NUMBER: L42
TIME BATCHED: 3:48 AIR (%) (ASTM C-23'1): 5
TIME SAMPLED: 4:15 WATER ADDED (gal): 10
WEATHER CONDITION: SLUMP (in.) (AS~ C.143): 5.5
LOCATION OF PLACEMENT: Paved second floor AH and A9
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 356 7 11/19/99 99000 3500 3000/28 days
CHC 357 28 12/10/99 121000 4280
CHC 358 28 12/10/99 119000 4210
CHC 359 Hold
Fracture mode is (A) unless othen~ise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Julio Perez FUGRO SOUTH INC.
Reviewed By: "~, ~'~ ¢.,,~ ~.,~._...
SMH/rm
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
FUGRO SOUTH, INC. ' ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) ,~84-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: November 12, 1999
CONTRACTOR: The Cortez Group
TICKET NO.: 3094819 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 48.1 PLANT/TRUCK: 3
CONCRETE TEMP. (°F) (ASTM C-t064): 67.1 MIX ID NUMBER: L42
TIME BATCHED: 4:35 AIR (%) (ASTM C-231): 5.6
TIME SAMPLED: 5:20 WATER ADDED (gal): 0
WEATHER CONDITION: SLUMP (in.) (ASTM C-143): 5.5
LOCATION OF PLACEMENT: Paved second floor at AJ and A2
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 360 7 11/19/99 83000 2940 3000/28 days
CHC 361 28 12/10/99 105000 3710
C HC 362 28 12/10/99 107000 3790
CHC 363 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~;~ r'~ ~-'~ i-"]
curing: Methods: ASTM C-39 Fracture: A[/~J [~ [/~ L..JB C D
REMARKS:
Technician: Julio Perez FUGRO SOUTH INC.
Reviewed By: ~. "~ ~J~'~_..-
SMH/rm
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
FUGRO SOUTH, INC.
2880 vir~;o Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: November 12, 1999
CONTRACTOR: The Cortez Group
TICKET NO.: CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 48.1 PLANT/TRUCK: 3
CONCRETE TEMP. (°F) (ASTra C.10S4): 56.1 MIX ID NUMBER: L42
TIME BATCHED: 5:30 AIR (%) (ASTM C-231): 5.6
TIME SAMPLED: 6:20 WATER ADDED (gal): 0
WEATHER CONDITION: SLUMP (in.) (ASTM C.~43): 5
LOCATION OF PLACEMENT: Paved second floor at AE and A4
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 364 7 11/19/99 102000 3610 3000/28 days
CHC 365 28 12/10/99 123000 4350
CHC 366 28 12/10/99 121000 4280
CHC 367 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143. Typesof ~;~ F'~ J-'~ [~
Curing: Methods: ASTM C-39 Fracture: A~"J [/~J ~J LaB c D
REMARKS:
Technician: Julio Perez FUGRO SOUTH INC.
Reviewed By:
SMH/rm
Distribution: Dal-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: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell HiGh School, Coppe~l, Texas Project No.: 0791-2208
SAMPLE DATE: November 12, 1999
CONTRACTOR: The Cortez Group
TICKET NO.: 3094837 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 65.1 PLANT/TRUCK: 3/964
CONCRETE TEMP. (°F) (ASTM C.1064): 70.1 MIX ID NUMBER: L42
TIME BATCHED: 7:08 AIR (%) (ASTM C-23t):
TIME SAMPLED: 8:00 WATER ADDED (gal): 5
WEATHER CONDITION: SLUMP (in.) (ASTM C-14~): 5
LOCATION OF PLACEMENT: Paved second floor at AA and A5
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 368 7 11/19/99 90000 3180 3000/28 days
CHC 369 28 12/10/99 113000 3400
CHC 370 28 12/10/99 115000 4070
CHC 371 Hold
Fracture mode is (A) unless otherwise noted
Speciflcalions: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ~'] ~-'~ ~'--]
Cudng: Methods: ASTM C-39 Fracture: A[/XJ VXJ ~_..J LiB c D
REMARKS:
Technician: Julio Perez FUGRO SOUTH INC.
Reviewed By: "'~' ~
SMH/rm
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
FUGRO SOUTH, INC. ~
2880 Virgo Lane: Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
SPRAYED ON FIREPROOFING REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, HS Expansion, Coppell, Texas Project NO.: 0791-2208
DAILY ACTIVITY REPORT: December 9, 1999
Services Performed: Visual Inspection and Thickness Testing, ASTM E-605
Weather Conditions: Overcast/Cloudy
Contractors on Site: Dal-Uac
Remarks: Sprayed on Fireproofing Thickness Testing was performed at the above referenced project.
Locations and results are listed below.
Sample Type of Steel Location Measured Average
Number Member Thickness
Beam BM-B5 3/4
Column BM-B5 2
Beam BL-B3 7/8
Column BL-B3 1-3/4
Beam BM-AT 3/4
Column BM-AT 1-7/8
Beam BR-B4 3/4
Column BR-B4 1-3/4
SPECIFICATIONS Columns - 1-7/16 in.
Beams - 5/8 in.
No deficiencies were observed in the areas which had sprayed on fireproofing material applied. Test results
comply with project specifications unless otherwise indicated.
Mike Flute
Fugro South Technician FUGRO SOUTH, INC.
Reviewed By: -"~. ~
SMH/bg
Distribution: DaI-Mac Construction - Dam,on Norman JRJ Paving - Jeff Williford
City of Coppell - Larry Davis ~ SHW Group - Mike Elmore
Coppell lSD - Mickey Harpe SHW Group - Joe Craddock
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, Coppell, Texas Project No,: 0791-2208
DATE PERFORMED: December 13, 1999
General Contractor: Beck Group
Method of Test: Applicable ACl Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Slab on Grade and Slab on Deck - Area "A" - Slab on
following location: Grade - E.5 to F.6 Line and Line 2.5 to 3; Area "A" -
Slab on Deck - RA to RB Line and Line R.1 to R.6 and
R.11 to R.16; Area "D" - Slab on Deck from Col. Line
F,7/9.4 to G.2/10.1 to G.3/9.8 to F.8/8.7
Time placement began: 10:00 a.m.
Time placement ended: 3:30 p.m.
Total cubic yards placed: 67
Slump range (inches): 4.0 - 5.0
Slump required (inches): 5.0
Concrete supplier and plant: Lattimore - Plant No. 6
Concrete temperature range (°F): 62 - 64°F
Strength required (psi/days): 3000/28
Number of cylinders made: 5
Superplasticizer used: No
Mark Strittmatter
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
FUGRO SOUTH, INC. /
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
REINFORCING STEEL PLACEMENT OBSERVATION
CLIENT: Coppell lSD, cio Dal - Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, Coppell, Texas Project NO.: 0791-2208
DATE PERFORMED: December 13, 1999
General Contractor: Beck Group
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
On the above sample date, a representative of Fugro South observed the reinforcing steel placed at the following
location:
· Area "A" - Slab on Grade - E.5 to F.6 Line and Line 2.5 to 3
· Area "A" - Level 2 - Slab on Deck - RA to RB Line and Line R.1 to R.6 and Line R.11 to R.16
Area "D" - Slab on Deck from Col. Line F.7/9.4 to G.2/10.1 to G.3/9.8 to F.8/8.7
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.
Mark Strittmatter
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
SPRAYED ON FIREPROOFING REPORT
CLIENT: Coppell lSD, cJo Dal- Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, HS Addition, Coppell, Texas Project No.: 0791-2208
Page 1
DAILY ACTIVITY REPORT: December 7,1999
Services Performed: Visual Inspection and Thickness Testing, ASTM E-605
Weather Conditions: Sunny
Contractors on Site: DaI-Mac
Remarks: Sprayed on Fireproofing Thickness Testing was performed at the above referenced project.
Locations and results are listed below.
Sample Type of Steel Location Measured Average
Number Member Thickness
AREA "A"
Beam AB-A10 - 1st Floor 3/4
Column AB-A10 - 1st Floor 2
Beam AP-A5 - 1st Floor 5/8
Column AP-A5 - 1st Floor 1-3/4
Beam AB-A5 - 1st Floor 7/8
Column AB-A5 - 1st Floor 1-1/2
Beam AF-A5 - 1st Floor 5/8
Column AF-A5 - 1st Floor 1-1/2
Beam AP-A10 - 1st Floor 5i8
Column AP-A10 - 1st Floor 1-3/4
Beam A J-A1 - 1st Floor 3/4
Column A J-A1 - 1st Floor 1-7/8
MINIMUM REQUIREMENT Beam 5/8
Column - 1-7/16
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
SPRAYED ON FIREPROOFING REPORT
CLIENT: Coppetl lSD, c/o Dal- Mac Construction Co. Report Date: December 14, 1999
PROJECT: Coppell High School, HS Addition Project No.: 0791-2208
Coppell, Texas Page 2
DAILY ACTIVITY REPORT: December 7,199e ~
Services Performed: Visual Inspection and Thickness ! Densit7 Testing, ASTM E-605
Weather Conditions: Sunny
Contractors on Site: DaI-Mac
Remarks: Sprayed on Fireproofing Thickness Testing was performed at the above referenced project.
Locations and results are listed below.
No deficiencies were observed in the areas which had sprayed on fireproofing material applied. All test results
comply with project specifications unless otherwise indicated.
Mike Flute
Fugro South Technician FUGRO SOUTH, INC,
Reviewed By: ~ · "~-~¢~, ~
SMH/bg
Distribution: DaI-Mac Construction - Damon Norman JRJ Paving - Jeff Williford
City of Coppell - Larry Davis SHW Group - Mike Elmore
Coppell lSD - Mickey Harpe SHW Group - Joe Craddock