Gunner P2-LR000713 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
Dallas Fort Worth Houston Austin Longview
11050 Ables Lane. Dallas. Texas Phone: 972-488-8800 Fax: 972-488-8080
LIME STABILIZED GRADATION TEST REPORT
Client: No~h American Communities Distribution:
Project: Kamngton Apartments Archon Group - Angie Rawie
Report No.: DC00-040-049 North American Communities - Kurt Heinbecker
Report Date: 7/13/00 C.D. Construction - Garreth Campbell
City of Coppell - Greg Jones
Revised 08~04~00
Test Method: TEX 101 E Date Tested: 7/5/00
Min % Passing 1 3~4" Sieve 100% Technician: J. Moreland
Min % Passing #4 Sieve 60% Stabilizing Agent: L~me
i?:~;~i::~??:~ES~:?~::~:::!?~:~::~::::~::~?~:~i~:~::~:~:::~i::~:?~~:~:;!~:i::i~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::":::.h:?Ji~RE~$:~:~:~
I Paving I SEC. Bldg #1 100 54%*
2 Paving / Firelane South of building #2 100 65%
Remarks: *Does not comply with Project specifications.
sd
Note: This repot. ~s fcr .'.he exclusive use cf the c~ent addressed.
This report my not be reproduced except in its entirety, without
the written consent of TMi Results appiy ~o above test only.
Gary D.
Project Manager
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
Dallas Fort Worth Houston Austin Longview
11050 Ables Lane, Dallas. Texas Phone: 972-488-8800 Fax: 972-488-8080
LIME STABILIZED GRADATION TEST REPORT
Client: North American Communities Distribution:
Project: Karrington Apartments Archon Group - Angle Rawie
Report No.: DC00-040-049 North American Communities - Kurt Heinbecker
Report Date: 7/13.,'00 C.D. Construction - Garreth Campbell
City of Coppell - Greg Jones
Test Method: TEX 101E Date Tested: 7/5/00
Min % Passing I 314" Sieve 100°/o Technician: J. Moreland
Min % Passing #4 Sieve 60°/0 Stabilizing Agent: Lime
1 35' S. & 45' W. of NW side of parking area 100 54%'
2 25' S. & 50' W. of NE s~de of parking area 100 65%
Remarks: *Does not comply with Project specifications.
sd
Note: This report ~s for the exclusive use of the client addressed.
This report my not be reproduced except in its entirety, without
the written consent of TMI. Results apply to above test only.
Project Manager
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
Dallas Fort Worth Houston Austin Longview
11050 Ables Lane, Dallas, Texas Phone: 972-488-8800 Fax: 972-488-8080
LIME STABILIZED GRADATION TEST REPORT
Client: North American Communities Distribution:
Project: Karrington Apartments Archon Group ~ Angle Rawie
Report No.: DC00-040-046 North American Communities - Kurt Heinbecker
Report Date: 7/13;'00 C.D. Construction - Garreth Campbell
City of Coppell - Greg Jones
Test Method: TEX 101E Date Tested: 7/1,"00
Min % Passing 1 314" Sieve 100% Technician: M. K
Min % Passing #4 Sieve 60¥0 Stabilizing Agent: Lime
1 Fire lane ~ E. side of building ~ 100 55%'
Remarks: 'Does not comply with project specifications.
sd
Note: This report ~s for [he exclusive use of the client addressed.
This repod my not be reproduced except in its entirety, without
the written consent of TMI. Results apply to above test only.
Project Manager
TERRA-MAR, INC.
GEOTECHNICA,. ENVIRONMENTAL AND MATERI.~tLS ENGINEERS
D.4LLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
l l050 Ables Lane, Dallas, Texas 75229 Phone.'972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North .~anerican Communities .Archon Group - ,amgie Rawie
PROJECT: Kamngton Apartments North .4anerican Communities - Kurt Heinbecker
REPORT DATE: 7,"13.."00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-034 Ci~' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength ('psi): 3000 Placement Date: 6."7.-'00
Slump (in.): 4 - -..'- 1 Sampled By: A. Haves
Air Content (%): 4 - +.-'-1 Weather: Clear
Concrete Temp (°F): 95 Supplier:Mix: TXI
FIELD DATA: SET # 1
Ticket .=.': 2654881 Time Batched: 6:29 AM Time Sampled: 7:25 AM
Slump (in.): 5 1.:4 Air Content (%): 4.4 Unit Weight (pcf): N:A
Conc. Temp. (°F): 88 Ambient Temp. (°F): 80 Yardage (c.y.): 20.'300
Placement Location: Buildine ~.4
Sample Location: Unit//415,425
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C617
Set # Cylinder # Test Date Age Max Load Area Strength Notes
1 ' (Days) (lbs) (sq.in) (psi)
060701 6/14/00 7 88120 28.37 3110
060702 7.,'5/00 28 123970 28.27 4390
060703 7;5/00 28 118430 28.27 4190
KAR
060704 Discard
( 1 ) NOILMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., L~'LESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED, TYPE A~,CONE) FIL&CTURE UNLESS OTHERWISE NOTED; B tCONE-SPLIT'~; C(CONE-SHEAR); D
(SHEAR); E ICOI,UMNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143, C'.72. C231
Additional Distribution:
Don Matlock - Fax: 972-906-0608
id GaryD. Dry /
Page 1 of 4 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AL"STIN
l /050 Ables Lane, Dallas. Texas 75229 Phone:P72-488-8800 Fcc~:.'9'/2-455-$080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angie Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 7.."13,00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-034 City_ ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6.-'7."00
Slump (in.): 4 - -..'-1 Sampled By: A. Hayes
Air Content (%): 4 - -."- 1 Weather: Clear
Concrete Temp (°F): 9__~5 Supplier/Mix: TXI
FIELD DATA: SET # 2
Ticket #: 2654995 Time Batched: 7:34 AM Time Sampled: 8:30 ANt
Slump (in.): 5 1."2 Air Content (%): 4_ Unit Weight (pcf): N/A
Conc. Temp. (°F): 9_g2 Ambient Temp. (°F): _8 Yardage (c.y.): 110."300
Placement Location: Buildin~o ~-~4. slab
Sample Location: Unit-~ 416. 426
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CUKED PER AS1%,I C31. TESTED PER ASTM C39. CAPPED PER ASTM C617
Age Max Load Area Strcn~h
Set2 # Cylinder ~.. Test Date (Days) (lbs) (sq.in) (psi) Notes
060705 6/14/00 7 67680 28.37 2390
060706 7.."5/00 28 97690 28.27 3460
060707 7/5/00 28 96740 28.27 3420
KAR
060708 Discard
(1) NOtLMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L~LESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED. TYPE A(CONE) FIL-kCTURE UNLESS OTI4ERW[SE NOTED; B iCONE-SPLIT): C(CONE-SHEAR);
D (SHEAR): E (COLUMNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C 138. C 143, C ] 72, C23 i
additional distribution:
Don Matlock - Fax: 972-906-0608
id Ga~' D.
Page 2 of 4 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENT.&L 3uND MATERIALS ENGINEERS
DALLAS FORT ~VORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas. Texas 75229 Phone.'972-488-8800 Ftzr.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North .american Communities Archon Group - Angie Ra~4e
PROJECT: Karrington Apartments North .american Communities - Kurt Heinbecker
REPORT DATE: 7:'13;00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-034 CiW of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6..'7..'00
Slump (in.): 4 - -.-'- 1 Sampled By: A. Haves
Air Content (%): 4 - '-.:-1 Weather: Clear
Concrete Temp (°F): 95 Supplier;.%fix: TXI
FIELD DATA: SET # 3
Ticket #: 26~ 1~4 Time Batched: 9:04 AM Time Sampled: 9:50 AN[
Slump (in.): 4 1 ."2 Air Content (%): 5.5 Unit Weight (pc0: N:A
Conc. Temp. (°F): 94 .ambient Temp. [°F): 89 Yardage (c.y.): 240.-'300
Placement Location: Buildine "44
Sample Location: Unit # 521~ 511
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C3 I, TESTED PER ASTM C39. CAPPED PER ASTM C617
Set # Age Max Load .Area Stren~h Notes
3 Cylinder # Test Date (Days) (lbs) (sq.in) (psi)
060709 6/14.,"00 7 70340 28.37 2480
060710 7/5/00 28 96290 28.27 3410
060711 7/5/00 28 96730 28.27 3420
KAR
060712 Discard
(l) NOILMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
t2) L,~BONDED CAP SYSTEM USED, TYPE A(CONE) FRACTURE UNLESS OTHERWISE NOTED; B (CONE-SPLIT); CtCONE-SIIEAR);
D (SHEAR): E (COLUMNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C:43, Ct?2. C231
additional distribution:
Don Matlock - Fax: 972-906-0608
id Gary D. Dr)'
Page 3 of 4 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TE RI~,-X-MAIL INC.
GEOTECHNICAL ENVIRONMENTAL AND I~La. TERIALS ENGINEERS
DALLAS FORT WORTH HOC'STON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION':
CLIENT: North Asnerican Communities Archon Group - Angle Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 7/13:00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-034 City ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6:7.-'00
Slump (in.): 4 - -."- 1 Sampled By: A. Haves
Air Content (%): 4 - -."-2 Weather: Clear
Concrete Temp (°F): 95 Supplier:Mix: TXI
FIELD DATA: SET # 4
Ticket #: 2655350 Time Batched: 10:40 A2vl Time Sampled: 11:40 AM
Slump (in.): 5 Air Content(%): 3.5 Unit Weight (pcf): N;A
Conc. Temp. (°F): 94 Ambient Temp. (:'F): 92 Yardage (c.y.): 320.'370
Placement Location: Buildin~ --4
Sample Location: Unit .~ 518. 528
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM C6i7
Set # Age Max Load Area Strength
4 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes
060713 6.:14/00 7 76860 28.37 2710
060714 7/5/00 28 109010 28.27 3860
0607 l 5 7/5/00 28 108650 28.27 3840
KAR
060716 Discard
(1) NOILMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L.~LESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED, TYPE A{CONE) FIL-XCTURE UNLESS OTHERWISE NOTED: B (CONE-SPLIT); C(CONE-SHEAR);
D (SHEAR): E iCOLU.MNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143, C172, C231
additional distribution:
Don Matlock - Fax: 972-906-0608
id Gary D. Dr)'
Page 4 of 4 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERB,.k-NLAR, INC.
GEOTECHNICA,- ENVIRONMENTAL AND MATER~, ~LS ENGINEERS
DALLAS FORT.WORTH HOUSTON LONGVIEW AUSTL¥
l l 050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North .american Commumties Archon Group -Angie Rawe
PROJECT: Karfington Apartments North .american Communities - Kurt Hembecker
REPORT DATE: 7/13,'00 C.D. Construction - Garreth Campbell
131I REPORT #: DC00-040-043 City. of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6/23:00
Slump (in.): 5 Sampled By: E. Jennings
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier,,Mix: TXI
FIELD DATA: SET #1
Ticket #: 1394191 Time Batched: 7:38 .-~M Time Sampled: 8:20 AM
Slump (in.): 6 1/2 Air Content (%): N/A Unit Weight (pcf): 3000
Cone. Temp. (°F): N,"A Ambient Temp. (°F): N,"A Yardage (c.y.): 60
Placement Location: South end slab #8.5 feet from SW comer
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C1231
Age Max Load A. rea Strength
Setl # Cvlinder,# Test Date (Days) (lbs) (sq.in) (psi) Notes
062301 6i30/00 7 68440 28.25 2420
062302 7:'21/00 28
062303 7/21..-'"00 28
062304 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) U,~BONDED CAP SYSTEM USED C,-NLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS. C138, C143, C172, C231
Additional Distribution:
ia Gary Dry., ?t63/~
Page 1 of 5 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
--- TERRA-MAR, INC.
GEOTECHNIC.4~_ ENVIRONMENTAL .ND :MATER. .LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW A C'STIN
l lO$OAblesLane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-$O$O
CONCRETE INSPECTION .~ND COMPRESSION TEST REPORT
DISTRIBLvrION:
CLIENT: North 3anerican Conm~umties Archon Group - Angie Rawe
PROJECT: Karrington Apartments North .awaerican Communities - Kurt Heinbecker
REPORT DATE: 7/13/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-043 Ciw of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6i23/00
Slump (in.): 5 Sampled By: E. Jennin~s
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier,'.~vlix: TXI
FIELD DATA: SET #2
Ticket #: 1394208 Time Batched: 8:55 AM Time Sampled: 9:50
Slump (in.): >_' Air Content (%): N/A Unit Weight (pcf): 3000
Conc. Temp. (:F): N/A Ambient Temp. (°F): N/A Yardage (c.y.): 140
Placement Location: Slab #8.20 feet from SE comer
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PEP. ASTM C39. CAPPED PEP. ASTM C1231
Set # Age Max Load Area Stren~h
2 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes
062305 6/30...:00 7 77740 28.25 2750
062306 7/21/00 28
062307 7/21/00 28
062308 Hold
(I) NOILMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., U.~NLESS NOTED ABOVE.
(2) L-'.~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER .ad~PLICABLE ASTM STANDARDS: C138, C143. Cl72, C231
Additional Distribution:
ia Gary Dry, ?/t.~/.o
Page 2 of 5 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERR...x-M.~R, INC.
GEOTECHNICA~ ENVIRONMENTAL AND ~L, kTERI.-~LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North .American Communities - Kurt Heinbecker
REPORT DATE: 7/13i00 C.D. Coma'action - Garreth Campbell
TMI REPORT #: DC00-040-043 City_ ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6/23:'00
Slump (in.): 5_ Sampled By: E. Jennin~s
A/r Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier;Mix: TXI
FIELD DATA: SET #3
Ticket #: 1394228 Time Batched: 10:30 AM Time Sampled: 11:20 .~'~'I
Slump (in.): 6 Air Content (%): N;'A Unit Weight (pcfl: 3000
Conc. Temp. (°F): N/A. .~rnbient Temp. (°F): N/A Yardage (c.y.): 230
Placement Location: Slab .-".8. center of pad
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C1231
Age Max Load Area Strength Notes
Set3 # Cylinder # Test Date (Days) (lbs) (sq.in) (psi)
062309 6/30/00 7 75300 28.25 2670
062310 7/21/00 28
062311 7/21/00 28
062312 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) U.~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD IESTS ARE PER .~P?/ICABLE AS'I'bt STANDARDS: C 138, C 143. C 172, C23 I
Additional Distribution:
id Gary Dry,
Page 3 of 5 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
-' TERRA-MAR, liNC. '"-
GEOTECHNICAL ENWIRONMENTAL AND ~L&TERI~LS ENGINEERS
DALL.4S FORT'WORTH HOUSTON LONGVIEW .4 USTIN
l l050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION :UN'I) COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North .American Commumties Archon Group - Angle Rawe
PROJECT: Karrmgton Apartments North .American Communities - Kurt Heinbecker
REPORT DATE: 7/13/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-043 City. ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6/'23,'00
Slump (in.): 5_ Sampled By: E. Jennings
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier;Mix: TXI
FIELD DATA: SET #4
Ticket #: 394252 Time Batched: 12:27 PM Time Sampled: 1:30 PM
Slump (in.): 5 1,'2 Air Content (%): N/A Unit Weight (pcf): 3000
Conc. Temp. (°F): N/A Ambient Temp. (°F): N/A Yardage (c.y.): 310
Placement Location: Slab ~8. 15 feet from NW comer
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESU-LTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39. CAP?ED PER .ASTM C1231
Age Max Load Area Strength
Set4 # Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes
o~.~ t ~ 6/30/00 7 67590 28.25 2390
062314 7/21/00 28
062315 7/21/00 28
062316 Hold
(I) NOILMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., U~'NLESS NOTED .ABOVE.
(2) U~BONDED CAP SYSTEM USED L.~LESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Additional Distribution:
ia Ga~.~'~Dry,
Page 4 of 5 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
- TERRA-MAR, INC. -
GEOTECHNICA~ ENVIRONMENTAL AND M. ATER,,~J.,S ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
l l O$O Ables Lane, Dallas. Texas 75229 Phone:972-488-8500 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North Mnerican Commumties Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kart Heinbecker
REPORT DATE: 7/13/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-043 City. ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6/23/00
Slump (in.): 5_ Sampled By: E. lennings
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier;Mix: TXI
FIELD DATA: SET #5
Ticket #: 1394264 Time Batched: 1:44 PM Time Sampled: 2:30 PM
Slump (in.): 5 Air Content (%): N/A Unit Weight (pc0: 3000
Cone. Temp. (=F): N/A Ambient Temp. (°F): N/A Yardage (c.y.): 340
Placement Location: Slab #8. 20 feet from NE comer
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C', 231
Age Max Load Area Strength
Set5 # Cvlinder.# Test Date (Days) (lbs) (sq. in) (psi) Notes
062317 6/30/00 7 74050 28.25 2620
062318 7/21/00 28
062319 7/21/00 28
062320 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L~LESS NOTED .~BOVE.
(2) LrNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED .-ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Additional Distribution:
id Gary. DO', ~tal"o
Page 5 of 5 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERILYMAR, INC. ---
GEOTECHNICA~ ENVIRONMENTAL .a.ND MATER,_ ~LS ENGINEERS
DAZL.4S FORT WORTH HOUSTON LONGI/IEW ,4 L"STL.¥
11050 Ables Lane, Dallas, Texas 75229 Phone.'972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT ·
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North .~nerican Communities - Kart Hcinbecker
REPORT DATE: 7/13/00 C.D. Conslxuction - Garreth Campbell
TMI REPORT #: DC00-040-045 City. of Co0pell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strengzh (psi): 3000 Placement Date: 6/29/00
Slump (in.): 5 Sampled By: E. Jermings
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier;.Mix: TXI
FIELD DATA: SET gl
Ticket #: 1071231 Time Batched: 7:18 3Jrt Time Sampled: 8:00 AM
Slump (in.): 6 Air Content (%): N/A Unit Weight (pcf):
Cone. Temp. (~F): 82 .a~'nbient Temp. (CF): 78 Yardage (c.y.): 5._Q
Placement Location: Slab #9, South end
Sample Location: Slab ~9, SW comer
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER AS'I3d C12~I
Set .=.' Age Max Load Area Stren~h Notes
1 Cylinder # Test Date (Days) (lbs) (sq.in) (psi)
062901 7/6/00 7 65250 28.27 2310
062902 7/27.'"00 28
062903 7/27/00 28
062904 Hold
(1) NORMAL CYLINDER SIZE 6" X !2". AR. EA 28.2'. sq. in., L.-NLESS NOTED ABOVE.
(2) L~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cla3, C172, C231
Additional Distribution:
id Ga~' DD',
Page 1 of 3 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC.
GEOTECHNIC:-~ ._ ENVIRONMENTAL ~4aND MATEK .LS ENGINEERS
DALLAS FORT.WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone.'972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBL'TION:
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 7/13/'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-045 City. ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
S~rength (psi): 3000 Placement Date: 6i29/00
Slump (in.): 5_ Sampled By: E. Jennings
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier,'.Mix: TXI
FIELD DATA: SET #2
Ticket 3: 1071258 Time Batched: 9:22 AM Time Sampled: 10:00 AM
Slump (in.): 6 Air Content (%): N/A Unit Weight (pc0:
Cone. Temp. (°F): 8_~5 ,M-nbient Temp. (°F): 8._~2 Yardage (c.y.): 150
Placement Location: Slab a9. N. end of slab
Sample Location: Slab ~9, 70 feet S. of N. end of slab
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER AS t'[%. 1 C:231
Set # Age Max Load Area Strength Notes
2 Cylinder # Test Date (Days) (lbs) (sq. in) (psi)
062905 7/6/00 7 75640 28.27 2680
062906 7/27/00 28
062907 7/27/00 28
062908 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L.~NLESS NOTED ABOVE.
(2) U.~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE AS'Dd STANDARDS: C138, C143, Ci 72, C231
Additional Distribution:
id Gary Dry.,
Page 2 of 3 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC. --
GEOTECHNIC,-~.- ENVIRON~IENT.&L .~uND MATEI~_-,.LS ENGINEERS
DALLAS FORT-WORTH HOUSTON LONGVIEW .4 UST[N
11050 Ables Lane, Da#as. Texas 75229 Phone:972-488-8500 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North .American Communities Archon Group - Angie Rawe
PROJECT: Karrington Apartments North .American Communities - Kurt Heinbecker
REPORT DATE: 7/13/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-045 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 6/29i00
Slump (in.): 5 Sampled By: E. Jenmngs
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier/Mix: TXI
FIELD DATA: SET #3
Ticket #: 1071276 Time Batched: 10:45 AM Time Sampled: I I: 15
Slump (in.): 5 1,"2 Air Content (%): N/A Unit Weight (pc0:
Cone. Temp. (CF): 8_~2 ,Ambient Temp. (°F): 90 Yardage (c.y.): 240
Placement Location: Slab #9, middle of center of pad
Sample Location: Slab #9, middle of center of pad
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED .AND CURED PER ASTM C3I. TESTED PER ASTM C39. CAPPED PER ASTM Ct231
Age Max Load Area Stren~h
Set3 # Cylinder, # Test Date (Days) (lbs) (sq.in) (psi) Notes
062909 7/6/00 7 59860 28.27 2120
062910 7/27/00 28
062911 7/27..."00 28
062912 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. m., I~.~LESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143, C172 C231
Additional Distribution:
id Gary OD', -~/~t
Page 3 of 3 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
Dallas Fort Worth Houston Austin Longview
- 11050 Ables Lane, Dallas, Texas Phone: 972-488-8800 Fax: 972-488-8080
LIME STABILIZED GRADATION TEST REPORT
Client: North American Communities Distribution:
Project: Karrington Apartments Archon Group - Angle Rawie
Report No.: DC00-040-047 North American Communities - Kurt Heinbecker
Report Date: 7/13/00 c.D. construction - Garreth Campbell
City of Coppell - Greg Jones
Test Method: TEX 101 E Date Tested: 7/3/00
Min % Passing I 3/4" Sieve Technician: M. K
Min % Passing #4 Sieve Stabilizing Agent: Lime
~..,..::~:::~::~::::::~ ........................... ~::::....:::~:~ ~.:,~.,.~.::~:..,. :::~:.: ::: ~:.~:::::::~.:::::::~:~:.,.~:::::..~:::, ................. ~ ............. ::::::::::::::::::::::::::::::::::: ::~:::.,.:.~.:.T..~::.,.:::~:.,.~:.,.~::~:~:.~:~~::::.,.
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::.~:::=:" !:~ !:::i:!:!:i:!:!-'.':!:!:i:!:i:i:i~ :.-' .":~:!:i~:~:i:!:!:!:!:i:!:!:i:i:!:."-i:
[:~:::~.::~::::::::.,.::: ...... ===================== ::::::::::::::::::::::::::::::::::::::::::: :-.' ... :.-. ...-~`:~:~:~:~:`::~:::~:::~:::~``~`~::~`~`:~:~:::~::::~:~:~:~:::~::~:`::~``~::~::~:~ .--. · . [-.~: $ ~.'.'=-::~:::::: .. .. : ' .::::::::~::
I E. entrance 115' S. from Beltline Rd 100 66%
2 E. entrance/firelane 400' S. from Beltline Rd 100 61%
3 Re-test of test #1, dated 7/1i00 100 67°,'.
id
Note: This report is for the exclusive use of the client addressed.
This report my not be reproduced except in its entirety, without
the written consent of TMI. Results apply to above test only. .~DDryO,~ ~,.~.
Project Manager
'- TERRA-MAR, INC. -
GEOTECHNICAL ENVIRONMENTAL AND MATEI~.-~LS ENGINEERS
DALLAS FORT'WORTH HOUSTON LONGYIEW AUSTIN
11050 Ables Lane, Dallas, T~:az 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawc
PROJECT: Karrington Apartments North ,American Communities - Kurt Heinbecker
REPORT DATE: 7/13/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-042 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 6/26,'00
Slump (in.): 1 - 5 Sampled By: E. Jennmgs
Air Content (%): I - 4 Weather: Clear
Concrete Temp (°F): Supplier,'.Mix: TXI
FIELD DATA: SET #1
Ticket #: 1071027 Time Batched: 12:23 PM Time Sampled: 1:15
Slump (in.): 3 1/2 Air Content (%): 3_ Unit Weight (pcf): N:'A
Conc. Temp. (°F): 8_~5 Ambient Temp. (°F): 90 Yardage (c.y.): 10
Placement Location: Approach to complex
Sample Location: Entrance of approach
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM C'. 231
Set # Age Max Load Area Strength
1 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes
062601 7/3/00 7 98550 28.27 3490
062602 7/24/00 28
062603 7/24./00 28
KAR
062604. Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., U.'NLESS NOTED ABOVE.
(2) L-.~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C!43, C172, C231
Additional Distribution:
ia GaD' D. Dr.s,
Page 1 of 1 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAlL INC. -
GEOTECHNICAL ENVIRONMENTAL ..~ND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGYIEW AUSTIN
l l050,4bles Lane, Dallas, T&;as 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North .american Communities Archon Group - Angie Rawie
PROJECT: Karrington Apartments North :M,nerican Communities - Kurt Heinbecker
REPORT DATE: 7/13/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-039 City. of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 6/13/00
Slurap (in.): N,'A Sampled By: Contractor
Air Content (%): N/A Weather: N/A
Concrete Temp (°F): N/A Supplier/Mix: N/A
FIELD DATA: SET # 1
Ticket #: N/A Time Batched: N/A Time Sampled: N/A
Slump (in.): N/A Air Content (%): N/A Unit Weight (pcf): N,'A
Cone. Temp. (:F): N/A Arnbient Temp. (°F): N;A Yardage (c.y.): N.."A
Placement Location: East header wall
Sample Location: East header wall
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Age Max Load Area Strength
1 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes
061301 6/20/00 7 93720 28.27 3320
061302 7/11/00 28 111220 28.27 3930
K_AR 061303 7/11/00 28 116420 28.27 4120
061304 Discard
(1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in.. U~'NLESS NOTED ABOVE.
(2) L~qBONDED CAP SYSTEM USED, TYPE A(CONE) FRACTURE L.~LESS OTHERWISE NOTED; B (CONE-SPLIT); C(CONE-SHEAR); D
(SHEAR); E tCOLUMNAR)
(3) FIELD TESTS ARE PER :M~PL1CABLE ASTM STANDARDS: C'.38, C143, C172, C231
Additional Distribution:
Don Matlock - Fax: 972-906-0608
sd . Dr)'
Page 1 of 1 Project Manager
Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENT.M_, AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Te-tas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D-2922)
CLIENT: North 3anerican Communities DISTRIBUTION':
PROJECT: Karrington Apartments Archon Group - Angle Raw~ie
TMI REPORT #: DC00-040-037 N...~M'nerican Communities - Kurt Hembecker
REPORT DATE: 7/13:'00 C.D. Construction - Doyle Dameron
City. of Coppell - Garreth Campbell
Ci~' of Coppell - Greg Jones
Don Matlock - Fax: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95- Date Tested: 6/14/00
Moisture Content (%): Opt. -2. -2 above Technician: S. Adli
MATERIAL REFERENCE CURVE DATA
CURVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAL DESCRIPTION (%) (PCF)
6782 ASTM-D698 Dark Brown & Olive Bro~ Clay wi Limestone Fra~m'nents 27. l 91.1
6689 ASTM-D698 Dark Brown & Tan clay w/Tan Limestone Fragments 21.7 98.4
6653 ASTM-D698 Olive Clay 19.9 101.4
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS .~R.E PER ASTM D2922, D3017. RESPECTIVELY
TEST ELEVATION REF. % WET DRY
NO. OR LIFT LOCATION CURVE MOIST. DENSITY DENSITY DENSITY
Storm Sewer Line
1 -2 station 0~-64.14 6782 29.5 118.5 91.5 100
2 -1 station 0+64.14 6782 30.3 120.8 92.7 102
3 -2 station 1+15.82 6689 28.3 121.5 94.7 96
4 -1 statmn 1~-15.82 6689 25.2 122.1 97.5 99
5 -2 station 0+98.25 6689 24.4 118.9 95.6 97
6 -I station 0+98.25 6689 24.1 l 19.6 96.4 98
7 -2 station I~-40 6689 24.9 120.2 96.2 98
8 -1 station 1+40 6689 21.4 119.1 98,1 100
9 -2 station 3+84.50 6689 25.3 123.4 98.5 100
I0 -1 station 3+84.50 6689 24.5 122.0 98.0 100
~ ', 743
GAUGE SN: _4,_9 DENSITY STD. COL.~T: 2637 MOISTURE STD. COUNT.
"R" AFTFR TEST NUMBER !NDICATES REIEST. GAUGE MANUFACTURER: Ticox
* INDICATES FAILURE TO COMPkY WITH PROJECT SPECIFICATIONS GAUGE MODEL NO..
REMARKS:
Note:
Pa_ e I 2
Gar.~ D. Dry, 7~,
Project Manager
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND ~LkTERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
l l 050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLE)~q, METHODS (ASTM D-2922)
CLIENT: North .4anencan Communities DISTRIBUTION:
PROJECT: Kamn~on Apartments Archon Group - .~mgie Rawie
TMI REPORT #: DC00-040-037 N. ,american Communities - Kurt Hembecker
REPORT DATE: 7/13i00 C.D. Construction - Doyle Dameron
City of Coppell - Garreth Campbell
City of Coppell - Greg Jones
Don Matlock - Fax: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95+ Date Tested: 6;'14.'00
Moisture Content (%): Opt. -2. -2 above Technician: S. Adli
MATERI.-LL REFERENCE CURVE DATA
CURVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAL DESCRIPTION (%) (PCF~
67S2 ASTM-D698 Dark Brown & Olive Bro~ Clay w/Limestone Fra~m'nents 2?. 1 91.1
6689 AS'~-1-0698 Dark Brown & Tan clay w: Tan Limestone Fragments 21.7 98.4
6653 ASTM-D698 Olive Clay 19.9 101.4
IN-PLACE TEST RESULTS
DENSITY .-~NO MOISTURE TESTS .M~.E PER AST?,! 02922. 03017. RESPECTIVELY
TEST ELEVATION REF. % WET DRY %
NO. OR LIFT LOCATION CURVE MOIST. DENSITY DENSITY DENSITY
Storm Sewer Line
11 -1 station 5-"67.07 6689 24.7 116.8 93.7 95
12 -2 station l+88.10 6782 27.6 117.8 92.3 101
13 -1 station 1-88.10 6782 27.3 111.6 87.7 96
GAUGE SN: DENSITY STD. COL%T: MOISTURE STD. COUNT:
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS GAUGE MODEL NO.:
REMARKS:
Note:
%
Page 2 of 2
Gar3 D. Dry,~/f~//o~
Project Manager
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.