PA0101-LR021111 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1'1050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-,3800 fax:(972) 488-8080
In-Place Soil Moisture/Density Tests by Nuclear Method
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.: DC02-115-024
Report Date: 11/11/2002
_ Specifications
I Percent Compaction: +92% min +98% max
Moisture Content: opt +2% to +4%
Test Data
Date Tested: 11/06/2002
Technician: Mohammed A. Kashem
Curve No. Test Method
9295 ASTM D-698-A Brown & Gray Sandy Clay
Optimum Maximum DRY"
Matedal Description Moisture % Density pcf
14.5 110.0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pc'f) Density
Trail #4
22.0 Grade at Station 6+50 9295 6" 16.5 125.2 107.5 97.7
23.0 Grade at Station 8+00 9295 6" 21.5' 127.9 105.3 95.7
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 33086
Std. Density Count: 2880 Std. Moist~,9.Count: 710
TERRA-MAR, INC. "7 t ,//- ~ - 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 wdtten consent of TMI.
1~TSSD Page I or' l
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
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.: DC02-115-007
Report Date: 11/11/2002
Specifications
Test Data
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/14/2002
Adolph Ortiz
Cloudy
Lattimore Materials/863
ASTM C-231-B
Ticket Number: 3151786
Slump: 4.5 in*
Concrete Temperature: 72° F
Placement Location: Coppell Trail
Time Batched: n/a
Air Content: 3.8 %
Ambient Temperature: 68° F
Sample Location: Shady Brown West #1, Station 5
An asterisk (*) appears next to field data which does NOT meet specifications.
Time Sampled: 11:00 am
Unit Weight: n/a
Yardage (c.y.): 40 of 140
Age, Max Load Area Strength Fracture
Set # Cylinder Test Date (days~ (lbs. force) (sq.in.) (psi) Type
1 cpt10140201 10/21/2002 7 78490 28.27 2780 unbonded cap
1 cpt10140202 11/11/2002 28 98420 28.27 3480 unbonded cap
I cpt10140203 11/11/2002 28 98280 28.27 3480 unbonded cap
28 day average 3480
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172. C1064, and CS17 or C1231.
Informed Superitendent of wet unmixed concrete.
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 stdctly prohibited without the express wdtten consent of TMI.
I)ISSD Page I or'3
Client:
Project:
TMI Report No.:
Report Date:
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.
Coppetl Trails
363 N. Denton Tap Road
DC02-115-007
11 / 11/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppeil
(1) Schrickel, Rollins & Assocs., Inc,
(1) JMC Construction, LP
S pecificafions
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
10/14/2002
Adolph Ortiz
Cloudy
Lattimore Materials/863
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
3151799 Time Batched: 11:53 am
5 in* Air Content: 4.5 %
4" F Ambient Temperature: 70.7° F
Coppell Trail, sidewalk trail
Sample Location: Shady Brown West #1, Station 7
An asterisk (*) appears next to field data which does NOT meet specifications.
Time Sampled: 12:30 pm
Unit Weight: n/a
Yardage (c.y.): 80 of 140
in
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi) Type
2 cpt10140204 10/21/2002 7 71390 28.27 2520 unbonded cap
2 cpt10140205 11/11/2002 28 97410 28.27 3440 unbonded cap
2 cpt10140206 11/11~002 28 97560 28.27 3450 A-cone
28 day average 3450
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, anct C617 or C1231.
Informed Superintendent of concrete slump.
TERRA'MAR, INC.
- Y / p rMo j ieKcet MFaU~ laegre r
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 s~ctly prohibited without the express wdtten consent of TMI.
Pagc 2 oi'3
Client:
Project:
TMI Report No.:
Report Date:
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
DC02-115-007
11/11/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schfickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 10/14/2002
Slump 4 in max Sampled By Adolph Ortiz
Air Content 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a ,Air Content Method ASTM C-231-B
Ticket Number: 3151808 Time Batched: 1:14 pm Time Sampled: 1:45 pm
Slump: 5.5 in* Air Content: 4.1% Unit Weight: n/a
Concrete Temperature: 72" F Ambient Temperature: 70° F Yardage (c.y.): 120 of 140
Placement Location: Coppell Trails sidewalk trail
Sample Location: Shady Brown West #1, Station 9
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 cpt10140207 10/21~002 7 65300 28.27 2310 unbonded cap
3 cpt10140208 11/11/2002 28 98410 28.27 3480 unbonded cap
3 cpt10140209 11/11/2002 28 97630 28.27 3450 unbonded cap
28 day average 3470
Nonmal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31,639, 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 wdtten consent of TMI.
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