Park West CC(17)-LR000808 GEOTECHNICAL AND I~ F=I I-~ U F==
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 3
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Myers & Crow Company REPORT NO. 25
3811 Turtle Creek Blvd., Suite 730 REG PROJECT NO. 4771
Dallas, Texas 75219 SAMPLE DATE: 08-08-00
ATTN: Mr. Richard Crow TECHNICIAN: M. Banchetti
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
Set Number J Location I Quantity Represented
1 Floor Slab: 275'N, 50'W of the SE Bldg. corner 20/400
2 Floor Slab: 145'N, 45'W of the SE Bldg. corner 110/400
3 Floor Slab: 15'N, 15'E of the SW Bldg. corner 240/400
4 Floor Slab: 190'N, 10'E of the SW Bldg. corner 320/400
Design Information
Is°urce °f C°ncreteTXI I Mix Identification 47-A I Specified Strength p.s.i. 4000 I
Test Results
Set JCylinderJ Age@ TotalLoad J Compressive J Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 8434 08-15-00 7 123200 4360
8434 09-05-00 28 147270 5210
8434 09-05-00 28 146880 5200 5210
8434 Hold H
2 8435 08-15-00 7 107400 3800
8435 09-05-00 28 129410 4580
8435 09-05-00 28 133650 4730 4660
8435 Hold H
3 8436 08-15-00 7 103310 3650
8436 09-05-00 28 135260 4790
8436 09-05-00 28 130980 4640 4720
8436 Hold H
4 8437 08-15-00 7 119710 4230
8437 09-05-00 28 141890 5020
8437 09-05-00 28 138900 4920 4970
8437 Hold H
2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
Cylinder Data
Set I CylinderI Timeof J I Concrete J Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 8434 4.50 6:45AM 85 93 NA 2703319
2 8435 6.00 8:05AM 86 93 NA 2703461
3 8436 8.25 10:45AM 91 94 NA 2703809
4 8437 5.50 12:30PM 95 97 NA 2704051
Distribution: (4) Myers & Crow Company/ Submitted by:
Mr. Richard Crow
(1) Pritchard Associates/
Mr. Jim Pritchard REED ENGINEERING GROUP, INC.
(1) O'Brien & Associates/
Mr. Mick Granlund Original Signed By
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/ Keith E. Atkins
Mr. Jori Jacobson KEAJrt/je
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
F~ ~_Z. E/-~ ,
GEOTECHNICAL AND I~J F~J O U ~
ENVIRONHENTAL CONSULTANTS J
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 3
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Myers & Crow Company REPORT NO. 25
3811 Turtle Creek Blvd., Suite 730 REG PROJECT NO. 4771
Dallas, Texas 75219 SAMPLE DATE: 08-08-00
ATTN: Mr. Richard Crow TECHNICIAN: M. Banchetti
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Floor Slab: 275'N, 50'W of the SE Bldg. corner 20/400
2 Floor Slab: 145'N, 45'W of the SE Bldg. corner 110/400
3 Floor Slab: 15'N, 15'E of the SVV Bldg. corner 240/400
4 Floor Slab: 190'N, 10'E of the SW Bldg. corner 320/400
Design Information
IS°urce °f C°ncrete 'TXI Mix Identification 47-A ' Specified Strength P's'i' I 4000
Test Results
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 8434 08-15-00 7 123200 4360
8434 09-05-00 28
8434 09-05-00 28
8434 Hold H
2 8435 08-15-00 7 107400 3800
8435 09-05-00 28
8435 09-05-00 28
8435 Hold H
3 8436 08-15-00 7 103310 3650
8436 09-05-00 28
8436 09-05-00 28
8436 Hold H
4 8437 08-15-00 7 119710 4230
8437 09-05-00 28
8437 09-05-00 28
8437 Hold H
2424 STUTZ DR. * SUITE 400 ,, DALLAS, TX 75235 ,, TEL [214] 350 5600" ;AX [214] 350 0019
Cylinder Data
set I Cy"nder J ~'m~o'I I Concrete Air
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 8434 4.50 6:45AM 85 93 NA 2703319
2 8435 6.00 8:05AM 86 93 NA 2703461
3 8436 8.25 10:45AM 91 94 NA 2703809
4 8437 5.50 12:30PM 95 97 NA 2704051
Distribution: (4) Myers & Crow Company/ Submitted by:
Mr. Richard Crow
(1) Pritchard Associates/
Mr. Jim Pritchard REED ENGINEERING GROUP, INC.
(1) O'Brien & Associates/
Mr. Mick Granlund Original Signed By
(1) TechnistructureslMr. Keith Leslie .._
(1) McFadden & Miller/ Keith E. Atkins
Mr. Jon Jacobson KEA/rt
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone