Freeport NIP(7.3)-LR010504 (2) GEOTECHNICAL AND ~ F:~ r'l I I ~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 26
5495 Belt Line Road, Suite 360 REPORT DATE: 05-04-01
Dallas, Texas 75240 REG PROJECT NO. 7570
ATTN: Mr. Jeff Langston TECHNICIAN: M. Silva
PAGE: 1 of 1
CONTRACTOR: Raymond Construction
Proctor I ASTM Optimum [ Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Brown clayey sand 10.0 116.5
2 D-698 Reddish brown clay 25.0 94.0
3 D-698 Reddish brown & Light brown clay 22.5 96.0
4 D-698 Reddish brown & Yellowish brown clay 20.0 97.5
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (:leer) (pcf) ( %) ID Level (%)
91 04-07-01 Bldg Pad: 95'S, 40'W(1) 0.0 94.3 21.7 4 96.7
92 Bldg Pad: 130'S, 60'W(1) 0.0 92.3 23.6 3 96.1
93 Bldg Pad: 60'S, 90'W(1) 0.0 93.5 22.1 4 95.8
94 Bldg Pad: 135'S, 95'W(1) 0.0 93.2 22.6 4 95.5
95 Bldg Pad: 135'S, 140'W(1) 0.0 92.8 22.8 4 95.1
96 Bldg Pad: 65'S, 140'W(1) 0.0 90.5 27.1 2 96.2
97 Bldg Pad: 70'S, 185'W(1) 0.0 91,4 26.8 2 97.2
98 Bldg Pad: 140'S, 200'W(1) 0.0 91.8 26.3 2 97.6
99 Bldg Pad: 140'S, 245'W(1) 0.0 93.0 22.3 4 95.3
100 Bldg Pad: 60'S, 250'W(1) 0.0 94.1 22.0 4 96.5
101 Bldg Pad: 60'S, 310'W(1) 0.0 92.9 22.5 4 95.2
102 Bldg Pad: 140'S, 325'W(1) 0.0 93.5 22.3 4 95.8
103 Bldg Pad: 140'S, 400'W(1) 0.0 95.0 21.0 4 97.4
104 Bldg Pad: 65'S, 380'W(1) 0.0 94.5 21.4 4 96.9
105 Bldg Pad: 220'S, 380'(1) 0.0 93.1 23.1 3 96.9
106 Bldg Pad: 310'S, 390'W(1) 0.0 93.6 22.5 4 96.0
107 Bldg Pad: 300'S, 320'W(1) 0.0 92.8 22.9 4 95.1
108 Bldg Pad: 230'S, 320'W(1) 0.0 94.3 22.1 4 95.7
109 Bldg Pad: 225'S, 250'W(1) 0.0 95.1 21.3 4 97.5
110 Bldg Pad: 31 O'S, 265'W(1) 0.0 94.0 22.4 4 96.4
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E. building corner.
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) Raymond Construction/
Mr. Dave Schlimme Original Signed By
(1) City of Coppell/Mr. Larry Davis
Ronald F. Reed, P.E.
KA/cg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 25
5495 Belt Line Road, Suite 360 REPORT DATE: 05-04-01
Dallas, Texas 75240 REG PROJECT NO. 7570
ATTN: Mr. Jeff Langston DATE OBSERVED: 04-05-01
TECHNICIAN: R. Yeoman
PAGE: 1 of 1
CONTRACTOR: Raymond Construction
I Items Observed: I Slab: A to A.6 and 21 to 18.4; L.4 to M and 21 to 18.4.
Reference Plans or Notes Used: I Sheet S3.1
I x ]There were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents,
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) Raymond Construction/
Mr. Dave Schlimme Original Signed By
(1) City of Coppell/Mr. Larry Davis
James F. Phipps, P.E.
KA/cg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [2J4] 350 0019
GEOTECHNICAL AND ~ F:=I r-'l U F:~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 87
5495 Belt Line Road, Suite 360 REG PROJECT NO. 7570
Dallas, Texas 75240 SAMPLE DATE: 05-04-01
ATTN: Mr. Jeff Langston TECHNICIAN: R. Yeoman
CONTRACTOR: Raymond Construction
Location of Sample
Set Number I Location I Quantity Represented
1 Slab: A-4 40/310
2 Slab: B.2-4 120/310
3 Slab: C.8-4 260/310
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
Potter 9349 4000
Test Results
Set CylinderI I Age@ I Total Load Compress,va Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 7290 05-11-01 7 123270 4360
7290 06-01-01 28 146200 5170
7290 06-01-01 28 151390 5360 5270
7290 Hold H
2 7291 05-11-01 7 122410 4330
7291 06-01-01 28 165830 5870
7291 06-01-01 28 163230 5780 5830
7291 Hold H
3 7292 05-11-01 7 112080 3970
7292 06-01-01 28 141010 4990
7292 06-01-01 28 145910 5160 5080
7292 Hold H
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 7S235 · TEL [214] 350 5600 * FAX [214] 350 0019
Cylinder Data
Set Cylinder Time ofI r Concreter Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 7290 4.75 5:37 AM 60 76 N/A 610869
2 7291 5.00 6:20 AM 62 77 N/A 610877
3 7292 5.00 8:00 AM 67 77 N/A 610891
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) Raymond Construction/
Mr. Dave Schlimme Original Signed By
(1) City of Coppell/Mr. Larry Davis
Keith Atkins
KENcg
GEOTECHNICAL AND
ENVIRONHENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 86
5495 Belt Line Road, Suite 360 REG PROJECT NO. 7570
Dallas, Texas 75240 SAMPLE DATE: 05-04-01
ATTN: Mr. Jeff Langston TECHNICIAN: S. Davis
CONTRACTOR: Raymond Construction
Location of Sample
Set Number J Location J Quantity Represented
1 Piers: E-l, D.5-1, D-l, C.5-1 and C-1 10/20
Design Information
J Source of Concrete J Mix Identification J Specified Strength p.s.i.
Pioneer 9337 3000
Test Results
SetCy, inderI Age@ Tote, Load I CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 7190 05-11-01 7 128900 4560
7190 06-01-01 28 149410 5290
7190 06-01-01 28 156170 5530 5410
7190 Hold H
Cylinder Data
Set Cylinder I Timeof [Concrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
i
7190 5.00 12:30 PM 74 82 N/A 698633
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) Raymond Construction/
Mr. Dave Schlimme Original Signed By
(1) City of Coppell/Mr. Larry Davis
Keith Atkins
KENcg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019