Gunner P2-LR000615 TERI~&-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGI.'IEW AUSTIN
l l050.4bles Lane, Dallas. Texas 75229 Phone.'972-488-$800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6.15-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040o033 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength tpsi): 3000 Placement Date: 6/1100
Slump (in.}: ~" max Sampled By: C. Newton
.,&.Jr Content (%): 1 - 6 Weather: Clear
Concrete Temp I ~F~: 9.~~ Supplier/Mix: TXI i 9505
FIELD DATA: SET # 1
Ticket ~: ~6~ 094,. Time Batched: 7:00 AM Time Sampled: 7:5.7 AM
Slump ~in.): 9 See Remarks Air Content (%): N.,-X Unit Weight ~pct'}: N.'A
Conc. Temp. ( :F ~ 82 Ambient Temp. ('F): 71 Yardage ~ c..v. ~: 5(') 300
Placement Location: Building ~3
Sample Location: West side of building
Remarks: Informed contractor that slump did not pass. possible error in slump test sample.
CONCRETE COMPRESSION TEST RESULTS
("YI.INDEI~,S MOLDED AND (','..RED PER .\STM ('31. TESTED PER...\STM C39. ('APPED PER ..\S",M ('617
Set ~ Cvlinder ~ Test Date Age Max Load Area Strength Notes
1 (Days) (lbs) (sq.in) (psi)
060101 6/8/00 7 77000 28.27 2720
060102 6/29/00 28
060103 6/29/00 28
KAR
060104 Hold
(1~ NORMAL ('YLINDER blZE O" X 12", AREA 2.8 2~ sq in., UNLESS NOTED ABOVE
~21L'NBONDED £'AP SYSTEM I.:SI!D. TYPE Ai('ONE ~ FRACTL'RE UNLESS OTHERWISE NO-FED: ~.3, (_'ON[:-SPL['I"): C, COXE-SHEAR~: D
iSHEAR,: E i(.'OLL'MN..\R~
i3) FIELD TES'rs :\RE PER ;\PPi.iCABLE ASTM S r..\ND:\RDS: (':3g. (.'~42. ~."!-2. ('2_; ~
Additional Distribution:
Don Matlock - Fax: 9¢2-906-0608
,d Gar3' D. Dr)'
Page 1 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.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS 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 Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6/15/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-033 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 C'~ 28 days Placement Date: 6/1/00
Slump (in.): 5 Sampled By: C. Newton
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): 95 SuppliedMix: TXI / 9505
FIELD DATA: SET # 2
Ticket #: 2651109 Time Batched: 8:23 AM Time Sampled: 9:10 AM
Slump (in.): Z Air Content (%): N/A Unit Weight (pcf): N/A
Conc. Temp. (:F): 83 Ambient Temp. (°F): 72 Yardage (c.y.): 130/300
Placement Location: Building #3
Sample Location: south side of slab
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM C,317
Set # Test Age Max Load Area Strength
2 Cylinder # Notes
Date (Days) (lbs) (sq.in) (psi)
060105 6/8/00 7 76680 28.27 2710
060106 6/29/00 28
KAR 060107 6/29/00 28
060108 Hold
(1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED, TYPE A(CONE) FRACTURE UNLESS OTHERWISE NOTED: B (CONE-SPLIT); C(CONE-
SHEAR): D {SHEAR.); E (COLUMNAR)
(3) FIELD TESTS ARE P~-R APPLICABLE ASTM STANDARDS: C~38, C143. C!72, C231
additional distribution
Don Matlock- Fax: 972-906-0608
,d Gary~ D. 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.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS 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 Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6/15/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-033 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 ~ 28 day Placement Date: 6/1/00
Slump (in.): 5 Sampled By: C. Newton
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): 95 Supplier/Mix: TXI / 9505
FIELD DATA: SET # 3
Ticket #: 2651240 Time Batched: 9:16 AM Time Sampled: 9:40 AM
Slump (in.): 6 1/2 Air Content (%): N/A Unit Weight (pcf): N/A
Conc. Temp. (=F): 81 Ambient Temp. (CF): 73 Yardage (c.y.): 220/240
Placement Location: South end of building #3.
Sample Location: South end of building.
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Cylinder # Test Age Max Load Area Strength
3 Date (Days) (lbs) (sq.in) (psi) Notes
060109 6/8/00 7 78710 28.27 2780
060110 6/29/00 28
KAR 060111 6/29/00 28
060112 Hold
(1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sc;. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED. TYPE A(CONE) FRACTURE UNLESS OTHERWISE .NOTED: B (CONE-SPLIT); C(CONE-
SHEAR); D (SHEAR): E (COLUMNAR)
(3) FIELD TESTS A:~E PER APPLICABLE ASTM SYANDARDS: C~38. C143. C~.72, C231
additional distribution
Don Matlock - Fax: 972-906-0608
id D. Dry~[~/-,~,}~
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.
CITY OF LE~k._~41LLE LABORATORY - WATER
: Na~ of Water ~stom ~ounty
~ddre~: STREET
TELEPHONE( ~0 )
~P~ ~blic ~ Indiv~ual
OF
SAMPLE ~ Di~ribution
"~ ~h~r
WATER ~ R~er ~ake ~ Well
SOURCE:
Well ~pth Chlorine Residual
A~) '~ETHOD & RESULTS: ~---.
tal Colifor~ Present Abo~
(Colile~) E:Coli. Present Absem
M.RN. Total Coliform
(Coliled) E. Coli. "
Membrane Filter/Fecal Colifo~: 1si Dil.
Avg. ~:' mi
Unsui~ble For A~lysis:
~ Fo~ I~e (~ ~d~d ~em)
~ S~ I~ ~. ~ r~ ~hin 30 houm of ~l~ion
~ Unsu~
~ H~W, non ~i~ ba~ed~E pre~nl, ~ib~ o~udng ~d compromi~ng
An~yz~ by
CITY OF LEVI,. qlLLE LABORATORY'..- WATER BAC _RIOLOGY
Point o! Collection Collected By ~ T~
//,, .~./,:~ Z,/(M°/Day/Yr)
Billing/ NAME /"' c- ~'/~o '"7
Reporting
Address: STREET ~..~J ,/F-/~? ~1~./ J"~"¥"' '~ ~'
C~TY dOX, ~. / ~ TEXAS 7~'~0 <j
TELEPHONE{ ~/--/~ ) c~"~O - ~<7°'0 (ZlpCode) -;~' '
Water System Identification Number -.4
TYPE ~Public [] Individual
OF
SYSTEM: [] Other ': :
SAMPLE
[] Distribulion [] Special [:~onslruction ~'3
[--I Other .~.. "
WATER
[] River [~ake [] Well
SOURCE:
Well depth Chlorine Residual
LYTI METHOD & RESULTS: :" .
[,,~resent/Abs~n~. Total Coliform Present
(-L;01'i fe r~) E:Coli. Present . Absent
M.P.N. Total Coliform /100ML
(Colilert) E. Coll. /100ML ¢.~ "n
Membrane Filter/Fecal Coliform: 1st Dil.__/ __ml,.2n~l /__mi
Ay§ ...... .'__ .... mi
Unsu~tabi~ For ^nalysis: : ':.-- '
[] Form In~l~te {~ endr¢l~d item)
[] Sampl~ too old, not r~hted within 30 hours o!
[] Excessive chlorine presont in sample
[] Unsuitable container
[] Heavy, non coliform bacteria/silt present, possibly obscuring and compromising lest results
[] Quantity Ioo great lo permil agitation
r-I Quantity insufficient for analysis (100 mi minmum~,.~
[] Other · .
Analyzed by
Wat~' of satisfactory ba~erological quality should be free ~om Coliform'Organisms.
CITY OF LE~ .VILLE LABORATORY - WATER BAt. ZRIOLOGY
Point of Collection Collected By ~ ~ ~'
TELEPHONE( ~" ) ~?0 - ¢7~ (~C~) ~.,) . .':-~
Water System Idenlifi~lion Number
~PE ~ublic ~ Individual .....
SAM~kfi ~ Distribution ~ S~cial ~Cons~ucfion '-'
SOURCE: "
Well deplh Chlorine R~idual
~sen~Absen~tal Coliform Present Abse ~ ' , ~ ~ "
M.P.N. Total Coliform /IOOML
(Coiffed) E. Coll. . .'IOOML
Membrane Filter/Fecal Coliform. 1st Dil. r-' ~nd / __ mi
Hnsuitablo For Analysis: .. . ..
~ Samp~ ~ old, not r~ ~hin 30 houm o~ million
~ Ou~ t~ grot to ~rm~ agitation . ;
CITY OF LEW. JILLE LABORATORY. WATER
Poinl of Collec~n - ' cled By Date Tim
Repofling
Address: STREET 35~J
TELEPH NE(
Waler System Idenlia~lion Number
OF
SYSTEM:
SAMPLE
~ D~tribution
~ Repeal for sample
~ Recheck for ~mple
~ Other
WATER
~ R~er ~Lake ~ Well
SOURCE: Well depth Chlorine Residual
ANALYTICAL METHOD & RESULTS:
sent/Abse Total Coliform Presem Absent
(Co~,~,[} E:Coh. Presem A~onl
M.P.N. Total Coliform .'I~ML
(Coliled) E. Coli. .'IOOML
Membrane Filter:Feca! Coldcrm-
Unsuitable For A~lysis:
~ Ex~ve chloflne pr~nl in ~p~
~ Unsu~ab~ c~t~
~ Heaw. non ~li~ b~eh~, pre~nt, ~ib~ ob~ud~ and composing
~ Quant~ t~ gr~i to ~rm~ agitalion
~~ Ou~ insu~denl for ~a~s (1~ mi minmu~)
A nalyz~ by ~ ~ I
OF U W._ ,/,.LE L .aO TOaV - W^'ml
I N~ of ~r Syslem County
Billin~P°ml of CollectionNAME //~C°ll~cled ~'~BY(Mo/Day/Yr)Date
CITY ~,4 ~ TEXAS
TELEPHONE( ~O ) ~O ~*~ (~C~)
Water System Identifi~tion Number
~PE ~ublic ~ Individual
OF
SYSTEM: ~ Other
SAMPLE ~ Di~ribution ~ Special ~onslruction
~ Repeat lor ~mple ~
~ Recheck for ~mple ~
~ ~her
WATER ~ R~er ~ke ~ Well
SOURCE:
Well depth Chlorine Residual
ANALYTIC~METHOD & RESULTS:
(Co ileal) E:Coh. Presen~ A~sent
M.P.N. Total Coliform '!~ML
(Cohle~) E. Coli. ____-~00ML
MomDrane F-~ter.'Feca! Coliform: 1st Dd. .' __m~ 2nd
Avg
Unsuita~e For Analysis:
~ Fo~ Inc~lete (~ en~rc~d ~em)
~ Sa~ t~ old, not r~ w~hin 30 houm of million
~ Ex~s~ve chl~ne pr~nl in ~ple
~ Unsu~ ~nta~
~ Heaw, non mli~ ba~ed~ll pre~nt, ~ib~ ob~uring ~d
~ Quant~ l~ gr~t to ~rm~ ag~alion
~~ Quant~ insuadenl for ~a~s (1~ mi minm~
~ Other~
Analyz~ by
wat~ ~f ~t~fa~o~ ~¢;erol~l qual~ sh~ld be free fr~ Coldo~ O~an~.
TERRA-MAR, h-NC.
GEOTECI-ENICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLgS FORT WORTH IfOUSTON LONGVIEW AUSTIN
l !050..lbles Lane. Dallas. Texas 75229 Phone:972-488-8800
REPORT OF CONCRETE PLACEMENT
CLIENT: North American Conmmnities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - .amgie Rawie
TMI REPORT #: DC00-040-035 North ,~nerican Communities - Kurt Heinbecker
REPORT DATE: 6..' 15/00 C.D. Construction - Garreth Campbell
SERVICE DATE: 6;'8/00 City of Coppell - Greg Jones
CONCRETE FOR: Slab
CUBIC YARDS PLACED: 350 DESIGN IDENTIFICATION: 3000 PSI Achnix 1" CS
READY MLX PLANT: TXI .-" Plant .---.31
TIME OF POUR: START: 7:10 FINISH: 12:30
CONCRETE TEMPERATURE RANGE: 90 - 94 AIR TEMP. RANGE: 87 - 90
SLUMP RANGE: 3.5 - 5.5 ENTRAINED AIR RANGE: 4.0 - 5.5
TEST CYLINDER OR BEAM ID: CRA ' 4 set of 4
TECHNIC£~N: Haves
TIME: 8.0 hours
COMMENTS OR PROBLEMS:
id
_Note: This report is Ibr the exclusive use of the Client addressed. . ~,~l,c~, ~) ~
This report rrm3' not be reproduced except in its entirety, without TERRA-MAR~ Inc.
the written consent ot'TMI. Results apply only to above tests. J: dc tbrms ne,.t ti~rm.q conc-in:-p
TERRA-MAR, LNC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGENEERS
DALLAS FORT WORTH HOUSTON LONGVIEIV A~,TTLV
11050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800
REPORT OF CONCRETE PLACEMENT
CLIENT: North .american Communities DISTRIBUTION:
PROJECT: Karrin~on Apartments .Archon Group - Angle Rawie
TMI REPORT #: DC00-040-033 North ,american Communities - Kurt Heinbecker
REPORT DATE: 6/15.."00 C.D. Construction - Garreth Campbell
SERVICE DATE: 6.."1.-'00 City of Coppell - Greg Jones
CONCRETE FOR: Slab
CUBIC YARDS PLACED: 240 DESIGN IDENTIFICATION:
READY MLK PLANT: TXI :' 19505
TIME OF POUR: START: 7:00 FINISH: I I:00
CONCRETE TEMPERATURE RANGE: 80 AIR TEMP. RANGE: 70
SLUMP RANGE: 6 1:2 ENTRAINED AIR RANGE: N::A
TEST CYLINDER OR BEAM ID: 1-12
TECHNICL-~N: C. Ne~ott
TIME: 5.0 hours
COMMENTS OR PROBLEMS:
id
This report may not be reproduced except in its entirety, without TERRA-MAR, linc.
the ~Titten consent of'l-MI. Results apply only to above tests. J: dc tbrmsnew, fonns, conc-m~
TE RI~.-k- M:adl, ENC.
GEOTECHNICAL ENVIRONMENT.a3_..~N'D MATERIA~LS ENGINEERS
DALL.tS FORT IVORTH HOCTTON LONGk7EW AUSTIN
11050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800
REPORT OF CONCRETE PLACEMENT
CLIENT: North .-Mnerican Communities DISTRIBUTION:
PROJECT: Karrington Apartments ,Archon Group - Angle Rawie
TMI REPORT #: DC00-040-034 North .Mnerican Communities - Kurt Heinbecker
REPORT DATE: 6:'15:00 C.D. Construction - Garreth Campbell
SERVICE DATE: 6:7.-"00 City of Coppell - Greg Jones
CONCRETE FOR: Slab
CUBIC YARDS PLACED: 370 DESIGN IDENTIFICATION: 3000 PSI Admix
READY MLX PLANT: TXI
TIME OF POUR: START: 6:50 FINISH: 1:30
CONCRETE TEMPERATURE RANGE: 88-94 AIR TEMP. RANGE: 87-92
SLUMP IL~NGE: 4.0 - 5.5 ENTRAINED AIR RANGE: 4.0 - 5.5
TEST CYLINDER OR BEAM ID: CRA .'4 set
TE C HNICIAN: Haves
TIME: 9.5 hours
COMMENTS OR PROBLEMS:
id
This report may not be reproduced except in its entirety, without TER -- IARo Inc.
the written consent of TMI. Results apply only to above tests. J: dc tbrms ne','.' trbrms, conc-insp