Gunner P2-LR000721 TERIL&-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL .AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW .4USTI:¥
l l050 Ables Lane. Dallas. Texas 75229 Phone.'972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D-2922)
CLIENT: North American Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - Angie Rawie
TMI REPORT #: DC00-040-042 North American Comm. - Kurt Heinbecker
REPORT DATE: 7/21/00 C.D. Construction- Doyle Dameron
City of Coppell - Garreth Campbell & Greg Jones
Don Matlock - FAX: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95- Date Tested: 7 7. 00
Moisture Content (%}: Opt. -4 Technician: M. Kashem
MATERIAL REFERENCE CURVE DATA
CURVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAL DESCRIPTION (%) (PCF)
7052 ASTM 6,>8r) Lime Treated Light Brown Clay 25.0 95.0
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922. D3017. RESPECTIVELY
TEST ELEVATION REF. % WET DRY %
NO. OR LIFT LOCATION CI RVE MOIST. DENSITY DENSITY' DENSITY
1 Grade Re-test of test ?.~. dated 7-5~00 7052 25.9 113.9 90.5 95
2 Grade Parking/street between bldg ~5 & 114 7052 25.3 115.4 92. ! 97
3 Grade Parking/street between bldg ~6 & 12 7052 26.4 114.4 90.5 95
4 Grade Paving areas ~: South side ofbldg v-2 7052 26.0 114.9 91.2 96
5 Grade Paving areas ~: North side ofbldg ~-3 7052 25.4 116.5 92.9 98
GAL'GE SN 5429 DENSITY S'I-D. COUNT. 2601 MOIS'I'L'RE STD. ('OI.;NT: 757
"R" AFTER TEST NUMBER INDI('ATES RETEST. ('~AL'(;E MANL'F.-\(' FL.'RI_--R: Troxler
* INDICATES FAILURE TO C(.)MP[_Y WITH PROJECT SPECIFI('ATIONS G_\L'GE MODEL NO: 3411B
REMARKS:
id
Pagelof 1 fl~G:ry~D~rx., %,~
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~-MAR, LNC.
GEOTECI~NICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.4LLAS FORT !VORTH tIOLTTON LON(iI..TEIV A(.'STL\:
/ 1050 ..Ible.~ Lane. Dallas. Texas 75229 Phone: 972-485-8800
REPORT OF CONCRETE PLACEMENT
CLIENT: North Aanerican Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - .~Mlgie Rawie
IMI REPORT #: DC00-040-053 North American Connnunities - Kurt Heinbecker
REPORT DATE: 7.-'21;'00 C.D. Construction - Garreth Campbell
SERVICE DATE: 7.-'7.'00 City of Coppell - Greg Jones
CONCRETE FOR: Slab
CUBIC YARDS PLACED: 280 DESIGN IDENTIFICATION: 3000 PSl Ad - Mix
READY MIX PLANT: TXI ' 4 l
TIME OF POUR: START: 7:00 FINISH: 12:45
CONCRETE TEMPERATURE RANGE: 92-96 AIR TEMP. RANGE: 94 - 98
SLUMP I~-XNGE: 5 -.-'- 2 ENTI~-MNED AIR RANGE: 4 -.'- 2
TEST CYLINDER OR BEAM ID: IC~, 3 sets
TECHNICIAN: Hayes
TIME: 6.5 hours
COMMENTS OR PROBLEMS:
id
This report may riot !?e reproduced except h~ ils entirely. 'xithout Dry
the written consent of TMl. Results apply only to abo'. c lcsts. Project Manager
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
Dallas Fort Worth Houston Austin Longview
11050 Ab/es 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.: DC00-040-051 North American Communities - Kurt Heinbecker
Report Date: 7/21/00 C.D. Construction - Garreth Campbell
City of Coppell - Grog Jones
Test Method: TEX 101E Date Tested: 7/6/00
Min % Passing I 3/4" Sieve 100% Technician;
Min % Passing ~4 Sieve 60% Stabilizing Agent:
1 Paving / parking between bldg #5 & 14 100 63%
2 Paving / parking between bldg #6 & 12 100 63%
3 Re-test at SEC 00. building #1 100 62%
Remarks:
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.
Project Manager
TERRA-M ,AR, INC.
GEOTECHNICAL ENVIRONMENTAL :A~.ND MATERIALS ENGINEERS
DALL..4S FORT WORTH HOUSTON LONGFIEW .4USTIN
l l050.4bles Lane. Dallas. Texas 75229 Phone.'gr2-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D-2922)
CLIENT: North American Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - Angie Rawie
TMI REPORT #: DC00-040-052 North American Comm. - Kurt Heinbecker
REPORT DATE: 7121/00 C.D. Construction - Doyle Dameron
City of Coppell - Garreth Campbell & Greg Jones
Don Matlock - FAX: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95~- Date Tested: 7 6:00
Moisture Content C'/,,): Opt. -4 Technician: M. Kashem
MATERIAL REFERENCE CURVE DATA
CURVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAl_ DESCRIPTION {%} (PCF)
7052 AS1-5,1 o,)~D Lime Treated Light Brown Clay 25.0 95.0
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922. i)$017. RESPECTIVELY
TEST ELEVATI()N REF. ';4, WET DRY %
NO. OR I.IFT LOCATION CI'RVE MOIST. DENSITY DENSITY DENSITY
Grade Re-test of test #1. dated 7-5-00 7052 28.8 117.5 91.2 96
Grade Re-test of test #~ dated 7-5-00
.... 0._, 26.9 116.2 91.6 96
Grade Re-test of test #~ dated 7-5-00 7052 26.0 113.8 90.3 95
- - ~< 721
GAUGE SN: ~4'~9 DENSITY STD. COI_'NT: .._ 90 MOISTI.'.RE STD. COUN[':
"R" AFTER TEST NUMBER !NDI('ATES RETEST (;AL'C;E MANL'FAC'I'URER: Troxler
* INDICATES F:\ILURE TO COMPLY WITI[ PROJECT SPECIF[CA'I'IONS GAl '(;E M()DE!. xiO.: 34.1 lB
REMARKS:
~d
~ary~. Dr>'
Projecl 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 IMI. ~esults apply only to above tests.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D-2922)
CLIENT: North American Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - Angle Rawie
TMI REPORT #: DC00-040-050 North American Comm. - Kurt Heinbecker
REPORT DATE: 7/21/00 C.D. Construction - Doyle Dameron
City of Coppell - Garreth Campbell & Greg Jones
Don Matlock- FAX: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95 Date Tested: 7,'5/00
Moisture Content (%): Opt. Technician: J. Moreland
MATERIAL REFERENCE CURVE DATA
CURVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAL DESCRIPTION (%) (PCF)
7052 ASTM-D698A Light Brown Clay (Lime Treated) 25.0 95.0
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST ELEVATION REF. % WET DRY %
NO. OR LIFT LOCATION CURVE MOIST. DENSITY DENSITY DENSITY
Paving sub-grade
I SG/FG at 25' W. & 20' W of NE corner of site 7052 20.9 104.9 86.8 91 *
2 SG/FG at 100' S. & 25' W. of NE corner of site 7052 17.6 109.1 92.8 98
3 SG/FG at 200' S. & 25' W. of NE corner of site 7052 20.5 107.4 89.1 94 *
4 SG/FG at 300' S. & 25' W of NE corner of site 7052 24.3 108.1 87.0 92 *
GAUGE SN: 3141 DENSITY STD. COUNT: 3827 MOISTURE STD. COUNT: 434
"R" AFTER TEST NUMBER INDICATES RETEST. GAUGE MANUFACTURER: Humboldt
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS GAUGE MODEL NO.: 5001-EZ
REMARKS:
id
Page lo 1 _ ~ ,~.-~ ~ ~"~,~.~
Gary DJ. D~
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-*IAR, INC.
GEOTECHNICAL ENVIRONMENTAL .~N'D MATERIALS ENGLNEERS
D.dLL.4S FOR1' iUORTH HOU3~TO:\; LO:\:(;t,'IE~I.'
11050 .-tblcs Lane. Dallas. Texas 75229 Pho~;e:972--,'8~g-.:~,tO0
REPORT OF CONCRETE PLACEMENT
CLIENT: North American Connnunities DISTRIBUTION:
PROJECT: Karrington Aparm~ents Archon Group - .-M~gie Rawie
TMI REPORT #: DC00-040-053 North American Conm~unities - Kurt Heinbecker
REPORT DATE: 5'.'21.'00 C.D. Construction - Garreth Campbell
SERVICE DATE: 7.'7.'00 City of Coppell - Greg Jones
CONCRETE FOR: Slab
CUBIC YARDS PLACED: 280 DESIGN ll)ENTIFICATION: 3000 PSI Ad - Mix
READY 5ILK PLANT: TXI -' 41
TIME OF POUR: START: 7:00 FINISH: 12:45
CONCRETE TEMPEIZ~TURE IL~,NGE: 92-96 AIR TEMP. IZ~,NGE: 94 - 98
SLUMP RANGE: 5 --.-'- 2 ENTR_~INED AIR I~NGE: 4 ~- - 2
TEST CYLINDER OR BEAM ID: IC4. 3 sets
TECHNICL&~N': Hayes
TIME: 6.5 hours
CO.~IMENTS OR PROBLEMS:
Id
This report nxi'.~' not be reprodttced except h~ its en!iret,:'. :vithout D Dr 7/z't/ao
the '&-rirten consellt ,~t"['M]. Resulls apply only to nbovc tests. Project Manager
- TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL )~ND MATERIALS ENGINEERS
DALL.4S FORT WORTH HOUSTON LONG[TEW .4 USTL¥
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: 7.21."00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-061 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 7.'21-00
Slump (in.): 5 Sampled By: C. Kaln
Air Content ~%): 3 - 6 Weather: Clear
Concrete Temp t.W): 95 Supplier.Mix: TXI
FIELD DATA: SET #1
Ticket ~: 2688637 Time Batched: 7:06 AM Time Sampled: 8:00 AM
Slump (in.'): 4_ Air Content ("oi: 4.2 L'nit Weight {pct3: N-'A
Conc. Temp. ( °F}: 96 Ambient Temp. (:F): 88 Yardage {c.y. I: 90
Placement Location: Paving
Sample Location: About 40' South & 20' East of SE comer of building #1.
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('YI_INDERS MOLDED AND ('URED PER ..\STM C'3 I. TESTED PER ASI'M C39. C.-\PPED PER :\STM (."~ 23:
Set ~ Age Max Load Strength
Cylinder .~ Test Date Area (sq.in) Notes
1 ~ Days) (lbs) (psi)
072101 7.-'28;00 7 78460 28.27 2780
072102 8:'18;00 28
072103 8.-"18:00 28
ICSR
072 104 Hold
{I) NORMAI_ CYLINDER SIZE 6" X 12". AREA 28 2- ~g in.. UNLESS NOTEDABO\'E.
(2~ UNBONDED ('AP SYSTEM USED UNLESS O'[-HERW1SE NOTED ABOVE.
(3~ FIELD TESTS ARE PER APPI.ICABI.E ASTY. I S':.\ND:\RDS. Cl-".q. C143. ('[72. ('231
.Additional Distribution:
id Gary D. Dry. lt/~t)~
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.