PA0101-LR021024 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LOIVGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax.'(972) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-009
Report Date: 10/24/2002
Specifications
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Concrete Compression Test Report
Report Distribution: (1) city of Coppell (1) City of coppell
(1) Schdckel, Rollins & Assocs,, Inc,
(1) JMC Construction, LP
Test Data
Placement Date 10/15/2002
Sampled By Adolph Ortiz
Weather Clear
Supplier/Mix Lattimore Materials/863
Air Content Method ASTM C-231-B
Ticket Number: 3151875 Time Batched:
Slump: 8 in* Air Content:
Concrete Temperature: 72° F Ambient Temperature:
Placement Location: Sidewalk trails
10:36 am Time Sampled: 11:25 am
3.0 % Unit Weight: n/a
74' F Yardage (c.y.): 40of 90
Sample Location: Coppell Trail #1, Shady Brown West, Station 12
An astedsk (*) appears next to field data which does NOT meet specifications.
Age. Max Load
Set # Cyl~der Test Date (days) (lbs. force)
I cpt10150201 10/22/2002 7
I cpt10150202 11/12/2002 28
1 cpt10150203 Hold
Normal cylinder size: 6" x 12"
Area Strength Fracture
(sq.in.) (psi) Type
86990 28.27
3080 unbondedcap
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
Page I ot'2
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-$080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-009
Report Date: 10/24/2002
Specifications
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assoca., Inc.
(1) JMC Construction, LP
Test Data
Placement Date 10/15/2002
Sampled By Adolph Ortiz
Weather Clear
Supplier/Mix Lattimore Materials/863
Air Content Method ASTM C-231-B
Ticket Number: 3151882 Time Batched:
Slump: 4.5 in* Air Content:
Concrete Temperature: 72° F Ambient Temperature:
Placement Location: Sidewalk trails
11:51 am Time Sampled: 12:30 pm
4.7 % Unit Weight: n/a
74* F Yardage (c.y.): 80 of 90
Sample Location: Coppell Trail, Shady Borwn West #1, Station 1
An asterisk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area Strength Fracture
Set Ct Cyl~der Test Date (days) (lbs. force) (sq.in.) (ps~) Type
2 cpt10150204 10/22/2002 7 88310 28.27 3120
2 cpu 0150205 11/12/2002 28
2 cpu 0150206 Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39. C138, C143, C172, C1064, and C617 or C1231.
unbonded cap
TERRA-MAR, INC.
'' (- / ~ Mike Fuller / /
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
O~SSD Page 2 of 2
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1) Ci~ of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-012
Report Date: 10/24/2002
Matedal Origin:
Sample Location:
Material Description:
Material Use:
On-site
Trail g4 @ STA 7+00
Brown & Gray Sandy Clay
Trail Subgrade
Project Information
Tested By: Mohammed A. Kashem
Sample Date: 10/16/2002
Moisture-Density Relationship - Curve No. 9295
113
I11
Dry
Density
(pc~
109
107
105
I0 12 14 16 18 20 22
Moisture Content (%)
Material Properties and Test Information - Curve No. 9295
Maximum Dry Density: 110.0 Liquid Limit: 40
Optimum Moisture Percent: 14.5 Plastic Limit: 15
Plasticity index: 25
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200:
USCS:
Moist
63.8
TERRA-MAR, INC.
Mike Fuller
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
06MLM Page I of I
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrtckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-013
Report Date: 10/24/2002
Material Origin:
Sample Location:
Matedal Description:
Material Use:
On-site
Trail/~ @ STA 3+00
Brown Sandy Clay
Trail Subgrade
Project Information
Tested By: Donuald E. Bell
Sample Date: 10/16/2002
Moisture-Density Relationship - Curve No. 9294
00% Saturation
I
1111
10~
Ory
Density
(pcf)
105
103
9 11 13 IS 17 19 21
Moisture Cont~'~t (%)
Material Properties and Test Information - Curve No. 9294
Maximum Dry Density:. 108.0 Liquid Limit: 46
Optimum Moisture Percent: 14.0 Plastic Limit: 17
Plasticity Index: 29
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200: 45.8
USCS:
Moist
TERRA-MAR, INC. - -/~ / - Mi~e~uller
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
06MLM Page ! of I
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables In., Dallas, Texas 75229 phone: (972) 488-8800 fax:(g72) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-014
Report Date: 10/24/2002
Material Origin:
Sample Location:
Material Description:
Material Use:
On-site
Trail #3 @ STA 16+00
Brown Sandy Clay
Trail Subgrade
Project lnformation
Tested By: Donuald E. Bell
Sample Date: 10116/2002
Moisture-Density Relationship - Curve No. 9293
00% Saturation
I
109
Densi~
(pcO
103
9 Il 13 15 17 19 21
Moisture Content (%)
Material Properties and Test Information - Curve No. 9293
Maximum Dry Density: 107.5 Liquid Limit: 46
Optimum Moisture Percent: 15.0 Plastic Limit: 15
Plasticity Index: 31
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200:
USCS:
Moist
45.5
TERRA-MAR, INC.
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is stdctly prohibited without the express written consent of TMI.
06MLM Page I of l