Coppell Industrial-LR010131 GEOTECHNICAI And r~ I~l E~ I I F=
ENVIRONHENTal CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Trade Point
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 13
c/o Champion Partners, Ltd. REPORT DATE: 01-31-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 SAMPLE DATE: 01-23-01
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
3 Brown & tan clay ASTM D-698 17.0 106.0
p 3.0 ~
03.0 ~ 2.5 x ~
13.0 15.0 17.0 19.0 21.0 23.0 13.0 18.0 23.0
Moisture Content (%) Moisture Content (%)
Mall Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ James F. Phipps, P.E.
Mr. David Meinhardt JFP/cdl
(1) Haynes Whayley Associates, Inc/
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEo'rEcHNICAL AND J~i R I-'1 I I ~
ENVlRON?IE',I-AL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Trade Point
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 11
c/o Champion Partners, Ltd. REPORT DATE: 01-31-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: M. Silva
ATTN: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
Proctor ASTM I OptimumI Maximum
No. Standard Description I Moisture, %1 Density, PCF
1 D-698 Dark brown clay 23.5 91.5
2 D-698 Brown & light brown clay 23.0 94.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
83 01-25-01 Storm Line B: STA 12+75 0.0 92.5 23.2 1 98.4
84 Storm Line B: STA 12+90 1.0 90.6 24.5 1 96.3
85 Storm Line A: STA 11+25 0.0 89.3 24.8 1 25.0
86 Storm Line A: STA 12+75 1.0 90.9 23.8 1 96.7
87 Storm Line A: STA 13+50 2.0 91.6 24.0 1 97.4
Comments: Where tested, materials were in compliance with project specifications.
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ Ronald F. Reed, P.E.
Mr, David Meinhardt BW/cg
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR ., SUITE 400 · DALLAS. 'rx 75225 ,,, T.~- [214] 350 5600 "~,X [214] 350 0019
GEOTECHNICAL AND J~j F=IJ r--I U ~
ENVIRONIflENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
TradeP0int One
Bethel Road and Royal Lane
Goppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 18
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 01-31-01
Addison, Texas 75001 TECHNICIAN: P. Houston
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Strom drain wing walls: STA 0+00 6/6
Design Information
Source of Concrete I Mix Identification I Specified Strength p.s.i.
Hanson 9363 4000
Test Results
Set I Cylinder I Age@ Total Load J CompressiveI Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 3327 02-07-01 7 183350 6490
3327 02-28-01 28 251390 8900
3327 02-28-01 28 241370 8540 8720
3327 Hold H
Cylinder Data
Set I Cylinder J Timeof I Concrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 3327 2.50 4:20PM 53 58 N/A 7327233
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ Keith Atkins
Mr. David Meinhardt KEA/je
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 * T~'- [214] 350 5600 · FAX [214] 350 0019
GEOTECHNiC^L AND G F=~ I-'! I I p
ENWRONHEN-ai CONSUL-ANTS
CONCRETE CYLINDER TEST REPORT
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 18
c/o Champion Partners, Ltd. REG PROJECT NO. 7394
15601 Dallas Parkway, Suite 100 SAMPLE DATE: 01-31-01
Addison, Texas 75001 TECHNICIAN: P. Houston
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Strom drain wing walls: STA 0+00 6/6
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
I Hanson 9363 4000
Test Results
Set CylinderI I Age~ I Tote, Load I Compress,va I Average
No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 3327 02-07-01 7 183350 6490
3327 02-28-01 28
3327 02-28-01 28
3327 Hold H
Cylinder Data
ISet CYlinder I Timeof I IConcrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 3327 2.50 4:20PM 53 58 N/A 7327233
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) CD.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ Keith Atkins
Mr. David Meinhardt KENje
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR · SUITE 400 · DALLAS. TX 75235 · t~_ [214] 350 5600 · =.~X [214] 350 0019