First United-LR 981117 GEOTECHNICAL ENGINEL..,NG
. GEE Consultants,
Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: November 17. 1998 Date Concrete Placed: November 5. 1998 Stanaard 6"x12"
Cheot: First United Methodist Church of Coppeli Area 28.27 Square Inches
Project: First United Methodist Church-Sanctuai3, Concrete Report No.. 1
Coppell. Texas
Contractor: Strand Tech. Inc. Pro!ect No.: 298-0394
Concrete Suppher and Plant: Mid-Cities
Loc:mon of Place~nent: Paving
MATERIALS , ...... .,.so ~ ..... w,~. hNSPECTION DATA
Des=r:pn,,-' , Lb~,('uYd~
Mix Number: 9331 Time Sample Batched: 08:26 am
Cement: Time Sampled: ()9:45 am
Fl'.' Ash: Sample Locanon: Stat,on 0+40: g' N.of curb
Truck~Ticket No: 478:48414
Coarse Aggregate: Temperature:
'.mermed;ate Aggreg:~.te: Amb,ent Range: -,'2~F
Frae .-\ggregate: Ctmcrete Range: 66'F
:~dllll\[Ule. Slump Range :roches,: '4"
· Weather Colldltlons: Cloudy
Time Started: o8:OO am
Time Completed: !}3:00 pm
Added Water: -} Galloos Sample Air Content, % ~: 3 '~
Total Cubm Yards Placed: 40
Required Strength ~Lbs...'sq.:n..: 3.000
FUMC I 7 11; 12.'"98 78.800 2,790
FUMC 2 28 12.-'O3/98
8"
FUMC 3 28 12/03/98
FUMC 4 H HOLD
'..xTM ,'-?: ,"'-:9 ('-I..:3 ; ..... N:'tet; Ol,erw'sci Cylinders Made By': DF
Remark..tlld or Dls[rlJall[IOll:
cc: Y, lS. L\nn Jollnson - First United Methodist Church
Mr Charles Harper - Harper Perkins Architects
Mr. Larr,,' Davis- Citx of Coppe[I
Mr. Bill Anderson - Dov, dey. Anderson & Associates. Inc.
GEOTECHNICAL ENGINEI:..,,'4G
. GEE Consultants,
Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: November 17. 1998 Date Concrete Placed: November 5. 1998 Standara t)"xl2"
Chent: First United Methodist Church of Coppell Area 2~.27 Square Inches
Prulect: First United Methodist Church-Sanctuary Concrete Report No.. 4
Coppell. Texas
Ci,ntractor: Strm~d Tech. Inc. PrOleCt ×o.: 298-0394
Concrete Suppuer and Plant- Mid-Cities
L,)cailtnl of Placente:tt: Paving
MATERIALS ....... ,so ~ ..... ',,',~ INSPECTION DATA
Mix Nnmt)er: ')331 Time Sample Batch¢0: o1:16 pm
Cc. me,tt: 'Time Sampled: 01:5(! pm
FI~ -kSll: Samnle Lacarmn: Stanon 0-74: 9' g.of no~h cum
Track:Ticket Nh'
Caar-e Aggregate:
[mer:ngd~ate Aggregate. Ambtem Ratlge: 55:F
Fmc &ggregate. Cmmrete Range: 69:F
'~OI;IIX[UI'e5: Slump Range , lll~[l~S~ ~"
Weather Condmons: Partly Cloudy
Time Started: ~18:00 am
2 Time Completed: n3:00 pm
Aoded Water:
Total Cubic Yards Placed: 160
Reqmred Strength ,Lbs. sq.m.: 5.000
FUMC 13 7 i I!12/98 79.560 2.810
FUMC la 28 i2/03/98
~"
FUMC !5 28 [2/03/98
FUMC !6 H HOLD
v,:',,: - 3': .:,; c. -;3 · '.:!es, ',.,,:e~: ..'~:,c:,,--,.,.: Cylinders Made By: DF
Remarks and OF D[strl}'tnlo[l
cc Ms. L;'nn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. Larry Davis - City m' Coppell
Mr. Bill Anderson - Dowdey. Anderson & Associates. Inc.
GEOTECHNICAL ENGIND qG
GEE
· ENVIRONMENTAL CONSULTING Lonsu Ita~t~
Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive ° Dallas, Texas 75229 ° (214) 352-3433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: November 17. 1998 Date Concrete Placed: November 5. 1998 Standard 6"xi2"
Client: First United Methodist Church of Coppell Area 28.27 Square Inches
Pro,eot: First United Methodist Church-Sanctuary Concrete Report No.. 3
Coppell. Texas
Cantracrof Strand Tech. /nc. Project No. 298-0394
Canc,'ete Suppimr and Plant: Mid-Cities
i.t,,:.mon or Pla,:=n:ent. Pavin,,
MATERIALS ~ ...... sso s .... ,¥,, INSPECTION DATA
5-hx Number: ';'331 Time Sample Batched: 10:30 am
Cement: Time Sampled: 11:30 am
Fly Ash: Sample Location: Stauon ~ ~?.i: i0' N.of south curb
Tmck,'T~cket No: 549;'48424
Coarse Aggregate: Temperature:
Intermedmte Aggregate: Ambtent Range: 54:F
Frae Aggregate: Concrete Range: 69':F
.-\dmtxmres: Slump Range i~ncileS~: 6'
Weather Collditlons: Cloudy
Time Started: 08:00 :tin
Tmle Colnplcted: I)3:00 pin
·\dded Water. :1} Gallons Sample A,r Comltellt
Total Cubic Yards Plac¢o: 120
Required Strenetl~ , Lbs.-,q. m. :: 3.000
I
FUMC 9 [ 7 11.:12/98 72,240 2,560
FUN-lC [0 28 !2/03:'98
0"
[:UMC [ 1 28 12.'03;98
FUMC '"
,. H HOLD
[c~: 5.tctl~x:s [':'..;zed i'rac[u'e Regular
,.s':~: ~' ,, .:' 30 c'-.-'., ...... -¢,,,~,~ o .......... C_vlinders Made By: DF
Remarks and.'t)r DlstrlbUtlO]l:
cc: Ms. Lynn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Archttects
5.-Ir. Larry Da¥~:- Cit~ ,,f Coppell
5,Ir. Bill Anderson - Dov, dey. Anderson ec Associates. Inc.
__G'RIz Conllultantso Inc. . ~.ev3. ewed bT= ~U ~t,.__]~l.~..,~..~~'
GEOTECHNICAL ENGINE~_..,NG
. GEE Consultants,
Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (21411 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: November 17. 1998 Date Concrete Placed: November 5. 1998 Standard 6'x12"
Cl'.ent: First United Methodist Church of Coppell Area 2:4.27 Square Inches
Pro,ec[: First United Methodist Church-Sanctuatw Concrete Report No.: 2
Coppell. Texas
Contractor: Strand Tech. Inc. ProJect 5:,,.: 298-0394
C,mcrete Supplier and Plant: Mid-Cities
L~,catmn uf Placement: Paving
MATERIALS ....... ~s~ ,~,c,: :~':,. INSPECTION DATA
.',,iix Number: ,}3_~1 Time Sample Belched: 08:45 am
Cement: Time Sampled: 10:20 am
Fix ..\sh: Sample Location: Station: *50: :' N.,,t curb
C~arse Aggregate: -Frock, Ticket No: 391..44860
Temperature:
Inte:.ned~ate Aggregate:
Amb,eut Range: J,2OF
Fine Aggregate: Concrete Range: 64°F
.\dlmxtures: Slump Range ~inches~: 6"
~ Weather Cuudmons: Cloud},
Time Started: 08:00 :-~m
Time Completed: i~3:0.) pm
Added Water: 3~ Gallons Sample A,r Content ~ % ~:
Total Cubic Yards Placed: t~0
Reqmred Strength ~ Lbs.. qq. m.
FUMC 5 ~' 1 l / 12/98 96.740 3.420
FL'MC 6 28 12;O3.'98
FUMC 7 28 12/03;98
FUMC 8 H HOLD
ramark.x ,md:or D~$tributlOll:
cc: Ms. Lynn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. Larry Davis - City of Coppell
Mr. Bill Anderson - Dowdey. Anderson & Associates. Inc.