Park West CC(17)-LR000721 GEOTECHNICALAND C~ F=i I--I I I I=~
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. 18
3811 Turtle Creek Blvd., Suite 730 REG PROJECT NO. 4771
Dallas, Texas 75219 SAMPLE DATE: 07-21-00
ATTN: Mr. Richard Crow TECHNICIAN: J. Stuart
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Piers: A-1.8, A-2.3, A-2.8, A-3.3 10/10
I
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
I
TXI 45 3000
I
Test Results
Set [CylinderI I Age@ ITotalLoad I Compressive ]AverageStrenoth
No. ID Date Tested Test lbs. Strength p.s.J, p.s.i.
1 7810 07-28-00 7 90700 3210
7810 07-28-00 7 94810 3350 3280
7810 08-18-00 28 125480 4440
7810 08-18-00 28 127610 4520 4480
Cylinder Data
Set I Cylinder ConcreteI Air Time of I Ticket
No. ID Slump Air Temp. Temp. Entrainment Sample Number
1 7810 5.00 8:20AM 85 91 NA 2688684
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. Jon Jacobson KEA/rt/je
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · 'rE,.. [214] 350 5600 * F*X [214] 350 0019
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Parkwest Commerce Center - Building 3
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Myers & Crow Company REPORT NO. 11
3811 Turtle Creek Boulevard, Suite 730 REPORT DATE: 07-21-00
Dallas, Texas 75219 REG PROJECT NO. 4771
ATTN: Mr. Richard Crow TECHNICIAN: R. Bullion
PAGE: 1 of 2
CONTRACTOR: McFadden & Miller, Inc.
Proctor ASTM Optimum I Maximum
No. Standard Description Moisture, % I Density, PCF
lA D-698 Dark brown clay 24.0 93.5
1 D-698 Dark gray and brown clay (lime-treated) 22.5 94.5
Depth Field Field
Test Below Density Moisture Proctor Compaction
No. Date Location Final S.G. (pcf) (%) ID Level (%)
(feet)
17 07-11-00 BIdg Pad: 20'N,20'W(1) 0.0 91.1 25.3 1 96.4
18 Bldg Pad: 90'N,25'W(1 ) 0.0 90.4 26.2 1 95.7
19 Bldg Pad: 160'N,20'W(1) 0.0 92.4 24.3 1 97.8
20 Bldg Pad: 230'N,25'W(1) 0.0 92.6 24.0 1 98.0
21 Bldg Pad: 300'N,20'W(1) 0.0 92.3 23.3 1 97.7
22 Bldg Pad: 370'N,25'W(1 ) 0.0 91.9 23.0 1 97.2
23 Bldg Pad: 440'N,20'W(I) 0.0 91.3 24.4 1 96.6
24 Bldg Pad: 510'N,25'W(1 ) 0.0 90.5 25.7 1 95.8
25 Bldg Pad: 30'N,100'W(1) 0.0 91.1 25.0 1 96.4
26 Bldg Pad: 100'N,105'W(1) 0.0 91.7 24.6 1 97.0
27 Bldg Pad: 170'N,100'W(1 ) 0.0 91.2 24.8 1 96.5
28 Bldg Pad: 240'N,105'W(1) 0.0 91.8 24.0 1 97.1
29 Bldg Pad: 310'N,100'W(1) 0.0 90.9 25.3 1 96.2
30 Bldg Pad: 380'N,105'W(1) 0.0 91.5 25.0 1 96.8
31 Bldg Pad: 450'N,100'W(1) 0.0 92.0 24.7 1 97.4
32 Bldg Pad: 520'N,105'W(1) 0.0 90.9 25.2 1 96.2
33 BIdg Pad: 40'N,180'W(1) 0.0 91.4 25.8 1 96.7
34 Bldg Pad: 110'N,185'W(1) 0.0 92.1 24.2 1 97.5
35 Bldg Pad: 180'N,180'W(1) 0.0 90.9 23.7 1 96.2
36 Bldg Pad: 250'N,185'W(1 ) 0.0 90.7 25.7 1 96.0
37 Bldg Pad: 320'N, 180'W(1 ) 0.0 91.2 24.8 1 96.5
2424 STUTZ DR. ,, SUITE 400 ,, DALLAS. TX 75235 ,, TEL [214] 350 5600 · F^X [214] 350 0019
REPORT NO. 11
REPORT DATE: 07-21-00
REG PROJECT NO. 4771
PAGE: 2 of 2
Depth Field Field
Test Below Density Moisture Proctor Compaction
No. Date Location Final S.G. (pcf) (%) ID Level (%)
(feet)
38 07-11-00 Bldg Pad: 390'N,185'W(1) 0.0 92.3 24.0 1 97.7
39 Bldg Pad: 460'N,180'W(1) 0.0 91.9 23.7 1 97.2
40 Bldg Pad: 530'N,185'W(1) 0.0 91.2 24.8 1 96.5
Comments: Where tested, materials were in compliance with project.
Footnote: (1) Measurements referenced from S.E corner of building pad.
Distribution: (4) Myers & Crow Company/ Submitted by:
Mr. Richard Crow
(1) Pritchard Associates/ REED ENGINEERING GROUP, INC.
Mr. Jim Pritchard
(1) O'Brien & Associates/ Original Signed By
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie Ronald F. Reed, P.E.
(1) McFadden & Miller/ RFR/cg
Mr. Jon Jacobson
(1) Half[ Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone