PA0101-LR021115Client:
Project:
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
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-026
Report Date: 11/15/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 11/07/2002
Slump 4 in max Sampled By Randolph Shaheed
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 6185208 Time Batched: 11:14 am Time Sampled: 12:48 pm
Slump: 4 in Air Content: 5.3 % Unit Weight: n/a
Concrete Temperature: 70° F Ambient Temperature: 71° F Yardage (c.y.): 41 of 118
Placement Location: Paving, North of ball fields, play grounds at hike & bike trails
Sample Location: Station 7+50
Cylinder
Set # # Test Date
Age Max Load Area Strength Fracture
(days) (lbs. force) (sq.in.) (psi) Type
1 cpt11070201 11/14/2002 7 91670 28.27 3240
1 cptl 1070202 12/05/2002 28
1 cpt11070203 12/05/2002 28
1 cptl 1070204 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
/
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 1 or'3
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-026
Report Date: 11/15/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 11/07/2002
Slump 4 in max Sampled By Randolph Shaheed
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3151724 Time Batched: 1:25 pm Time Sampled: 2:20 pm
Slump: 3 in Air Content: 4.6 % Unit Weight: n/a
Concrete Temperature: 70° F Ambient Temperature: 73° F Yardage (c.y.): 83 of 118
Placement Location: Paving, hike & bike trail, North of playing field
Sample Location: Station 8+50
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi~ Type
2 cptl 1070205 11/14/2002 7 97930 28.27 3460
2 cptl 1070206 12/05/2002 28
2 cpt11070207 12/05/2002 28
2 cpt11070208 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. -~ ~'~ -/j ~M~ke 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 3
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
TMI Report No.: DC02-115-026
Report Date: 11/15/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 11/07/2002
Slump 4 in max Sampled By Randolph Shaheed
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3151724 Time Batched: 1:24 pm Time Sampled: 2:07 pm
Slump: 3.5 in Air Content: 4.0 % Unit Weight: n/a
Concrete Temperature: 70° F Ambient Temperature: 73° F Yardage (c.y.): n/a
Placement Location: Paving, hike & bike trail
Sample Location: Station 4+50
Age. Max Load Area StrenClth Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi} Type
3 cptl 1070209 11/14/2002 7 109550 28.27 3870
3 cpt11070210 12/05/2002 28
3 cpt11070211 12/05/2002 28
3 cpt11070212 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. '" [ -/ - ~vlike Fuller J /' 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 3 oi'3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables In., Dallas, Texas 75229 phone: (972) 488.8800 fax:(972) 488-8080
Concrete Compression Test Report
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-015
Report Date: 11/15/2002
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 10/17/2002
Slump 4 in max Sampled By Attef Abushakra
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/563
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3152062 Time Batched: 11:25 am Time Sampled: 11:45 am
Slump: 3.5 in Air Content: 5.0 % Unit Weight: n/a
Concrete Temperature: 74° F Ambient Temperature: 75° F Yardage (c.y.): 90 of 140
Placement Location: Slab or paving
Sample Location: Station 14+50
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in0 (psi~ Type
2 cpt10170204 10/24/2002 7 84250 28.27 2980 unbonded cap
2 cpt10170205 11/14/2002 28 120120 28.27 4250 unbonded cap
2 cpt10170206 11/14/2002 28 123650 28.27 4370 unbonded cap
28 day average 4310
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.
TERRA-MAR, INC.
' -/C -/ ~iike Fuller /
Project Manager
/
The results presented in this report pertain only to the specific items tested. This report wes 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 2 of 3
Client:
Project:
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
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-015
Report Date: 11/15/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) Cit~ of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 10/17/2002
Slump 4 in max Sampled By Attef Abushakra
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/563
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3152080 Time Batched: 12:37 pm Time Sampled: 1:31 pm
Slump: 5 in* Air Content: 4.8 % Unit Weight: n/a
Concrete Temperature: 78° F Ambient Temperature: 80° F Yardage (c.y.): 120 of 140
Placement Location: Paving
Sample Location: Station 16+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Strength Fracture
Set# Cyl~der TestDate (days) (Ibs.~rce) (sq.in.) (ps~ Type
3 cpt10170207 10/24/2002 7 95370 28.27 3370 _ unbonded cap
3 cpt10170208 11/14/2002 28 122200 28.27 4320 unbonded cap
3 cpt10170209 11/14/2002 28 121380 28.27 4290 unbonded cap
28 day average 4310
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.
TERRA-MAR, INC.
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.
01SSD Page 3 o1'3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
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
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.:
Report Date:
DC02-115-015
11/15/2002
specifications
Test Data
Strength 3000 psi @ 28 Days Placement Date 10/17/2002
Slump 4 in max Sampled By Attef Abushakra
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3152041 Time Batched: 9:31 am Time Sampled: 10:15 am
Slump: 7.5 in* Air Content: 5.0 % Unit Weight: n/a
Concrete Temperature: 67° F Ambient Temperature: 60° F Yardage (c.y,): 40 of 140
Placement Location: Slab
Sample Location: Station 13+00
An asterisk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area Strength Fmcture
Set# Cyl~der TestDate (days) (Ibs. force) (sq.inJ (ps~ Type
I cpt10170201 10/24/2002 7 78340 28,27 2770 unbonded cap
1 cpt10170202 11/14/2002 28 117770 28.27 4160 unbonded cap
1 cpt10170203 11/14/2002 28 117850 28,27 4170 unbonded cap
28 day average 4170
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.
Superintendent informed of slump.
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 sthcfiy prohibited without the express wdtten consent of TMI.
Page I or' 3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-5800 fax:(972) 488-8080
Concrete Compression Test Report
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-015
Report Date: 11/15/2002
Specifications ...... _ _ ..T_est~ _Data
Strength 3000 psi @ 28 Days Placement Date 10/17/2002
Slump 4 in max Sampled By Attef Abushakra
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3152062 Time Batched: 11:25 am Time Sampled: 11:45 am
Slump: 3.5 in Air Content: 5.0 % Unit Weight: n/a
Concrete Temperature: 74° F Ambient Temperature: 75° F Yardage (c.y.): 90 of 140
Placement Location: Slab or paving
Sample Location: Station 14+50
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi) Type
2 cpt10170204 10/24/2002 7 84250 28.27 2980 unbonded cap
2 cpt10170205 11/14/2002 28 120120 28.27 4250 unbonded cap
2 cpt10170206 11/14/2002 28 123650 28.27 4370 unbonded cap
28 day average 4310
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.
TERRA-MAR, INC.
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.
OlSSD Page 2 or' 3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables £n., Dallas. Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.:
Report Date:
DC02-115-015
11/15/20O2
Specifications
Test Data
Strength
3000 psi @ 28 Days
Placement Date 10/17/2002
Slump 4 in max Sampled By Attef Abushakra
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3152080 Time Batched: 12:37 pm Time Sampled: 1:31 pm
Slump: 5 in* Air Content: 4.8 % Unit Weight: n/a
Concrete Temperature: 78° F Ambient Temperature: 80° F Yardage (c.y.): 120 of 140
Placement Location: Paving
Sample Location: Station 16+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi) Type
3 cpt10170207 10/24/2002 7 95370 28.27 3370 unbonded cap
3 cpt10170208 11/14/2002 28 122200 28.27 4320 unbonded cap
3 cpt10170209 11/14/2002 28 121380 28.27 4290 unbonded cap
28 day average 4310
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.
TERRA-MAR, INC. ~'7 ~' - - 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 stdctly prohibited without the express written consent of TMI.
O~SSD Page 3 o1'3