Riverside Church-LR010806,,o.. .... 0 ,... _~,R1 i4:44 972870080~ TRTNTT¥ EHGR-D~,LL~ P~GE ;,'~-'_
A TRINITY ENGINEERING I KLEINFELDER
2211 Century Center BNd, Suite 101. Irving: Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
~I'O'. River~ie Church of Christ ~' PROJECT: Riverside Church of Christ
[ 150 I~Beltlme Road ,,~ Coppell, Texas
~, Copl:lefl, Texas 75019 ~ ~ ~~Jl~ T~TCO NO.' 4006
REPORT NO.: 8010070
" ~ " - MATERIAL DESCRIPTION:
Lime-treated dark brown clay
100 'I T SAMPLEstockpile LOCATION:
SAMPLE NUMBER:
S-5818
95 ~. ...... SAMPLED BY:
~' ~. A. Abushakra
~' DATE SAMPLED:
~ '~ TEST PERFORMED BY:
~, .~- SAMPLE PREPARATION:
C) e~' Dry
'E RAMMER TYPE:
:~ 85 Mechanica!
PERCENT PASSING:
3/4" SIEVE: 100
3/8" SIEVE' 100
80 ~ SIEVE: 100
20 25 30 35
TEST METHOD:
Moisture Content (%) ASTM D-698-91
ASTM D-4318 & ASTM D-ti40
ZAVL SPECIFIC GRAVITY: 2.70
LAB COMPACTED SAMPLE (FINER FRACTION,
LIQUID LIMIT: -- 'OPTIMUM MOISTURE PERCENT: 27.5
PLASTIC LIMIT: -- MAXIMUM DENSITY LBS I CU FT:
PERCENT PASSING #200; --
MAXIMUM DENSITY LBS i CU FT: 89.(~
COPIES TO: 2- Client. ACtn G~eg McGahey
1- KB. Alexander. Attn: David Turner TRINITY ENGINEERING / KLEINFELDER
Attn: Larq/Davis /ff~.
Attn: Lee Stone
~- V Aubrey Hallum Architects: Attn Bob Bandy Wm. Duane Harrell= P.E.
do.,c., ..... 14:44 972870080~ TRINITY ENGR-DALLAS PAGE 03
I
ATRINITY ENGINEERING / KLEINFELDER
2211 Century Center Bird, Suite 101. Irving. Texas 75062
T C (-) 972-870.0808 Met,to 972-953-0398 Fsx 972-870-0802
il
LABORATORY MOISTURE-DENSITY RELATIONSHIP RESULTS
Riverside Church of Christ PROJECT: Riverside Church of Christ
Il
150 E. Beltline Road Coppell. Texas
Coppell, Texas 75019 TETCO No.. 4006
REPORT DATE: 8/6/01
REPORT NO.: 8010069
~ MATERIAL DESCRIPTION:
130 ! Brown sandy lean clay
i SAMPLE LOCATION:
Stockpile
SAMPLE NUMBER:
· S-5816
'~"~ ' SAMPLED BY:
A. ^bushakra
~ 12.0 ' DATE SAMPLED:
~ 7/31/01
I ~, TEST PERFORMED BY:
~ C. Lewis
~, SAMPLE PREPARATION:
o Dry
i "'" 110 --
I '~= RAMMER TYPE:
· ~ Mechanical
PERCENT PASSING:
314" SIEVE: 100
3/8" SIEVE: 100
100 ! ~ SIEVE: 100
I 7 11 15 19 23
i TEST METHOD:
Moisture Content (%) ASTM o.698-9~
ASTM D-4318 & ASTM D-'1t40
~'VL SPECIFIC GRAVITY: 2.70 "'
LAB COMPACTED SAMPLE (FINER FRACTION)
LIQUID LIM1T: 36 OPTIMUM MOISTURE PERCENT: 12 0
PLASTIC LIMIT: 14 MAXIMUM DENSITY LBS I CU FT: 116.7
PLASTICITY INDEX: 22 CORRECTED VALUES OF TOTAL SAMPLE
OPTIMUM MOISTURE PERCENT: !20
PERCENT PASSING #200: 55
MAXIMUM DENSITY LBS / CU FT: 1 16.7
COP[ES TO: 2- Clleqt. Attn: Greg McGal~ey
1- K.B Alexander, At. tn: David Turner TRINITY ENGINEERING / KLEINFELDER
Attn Larry Davis -,,n,,.
Attn' Lee Stone .
1- V. Aubrey H~llum Architects, Attn: Bob Bandy Wm. Dua.qe Harrell~ P.E
T'~a .'e,e-'jIl,6 8hGwn a" t~s -ama~. ere fo' the excluelve ,;e,a o' t~'e al!ant f~r w~O'~ they were ol~lalne~ e'~d epply o-ly fa the samples teem<l and,or inspecte3 They gte ".ct ~nte-cle-d to =e
.. :n'31Catlvecfthea"aliteaofa3D~renUvl~erWc~i'13~flu;;~- TheuaeOfourrie[0~'l'~lSt'~celYeDriorw,it'e~ ~naro'¢el Re~crta~lt;Btc-3f~ro=~c~.d'-F-er~n~retv.
E18..."E17..."2r'_:81 14:44 972878888"-:'- TRTNI'TY EI'..IGR-DALL~S PAGE 84
A 'rRINITY ENGINEERING ~epo,tNo.: l0
1-ESTING CORPORATION 2211 Century Center Bird
Irving TX 75062
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C~9
Rgport Date: 8~6101 Laet Reissued on:
~epo~tTo: Greg McGahey Project No.: T-4006 Ret. No,:
Riverside Church Of Christ Project: Riverside Church cf Christ
15C E. Beltline Road Coppell. Texas
Phase: N/A
Coppell, TX 75019 Pem~It No.:
Supplier: Beall Concrete Cement Type: Class C
Mix No.; 350 Cement Factor (sklcy):
Max. Size Agg_(in.)'.
Design Strength: 3(~00 psi ~ 28 days Admixtures:
Date Sampled: 7/6,"01 Date Received: Measured Specified
Source of Sample: Pawng - Perking lot, 600' NorthweSt of church mare entranCe Slump(In.): 5
Slump w/plasticizer(In.):
Contractor: Air Temperature (°F): 75
Truck/Ticket: 159/85671 Mix Temperature (°F): 94
Sampled By: M. Ardito Air Content (%): 6
Submitted By: M. Ardito Unit Weight (pcf):
Curing Method: Cure Room Batch Size (cy):
Specimen Prep: Unbonded Weather: Water Added (gal.) 10
Field Cure Tamp (°F) Hi: Lo: Wind (MPH) Time Batched:
Field Cure Time: 24_+4 bps. Rh (%): Time Sampled: Time in Truck:
Sample i Date ! Age Dimensions Ama Ultimate Load Compressive Required -
Number Tested i (days) Diam. Ht. Lan. (In') (lbs.) StTength (psi) Strength (psi)
100133 A · 7/13/01 7 e x 12 x 28.2¢ 100000 3540
100133 B I 8/3/01 28 6.01 x 12 x 28.37 128000 '4510 3600
100133 C 8/3/01 28 6.01 X' ~2 x 28.37 125000 ~410 36C0
ld0133 D 0 ~ x ~2 x 28,27
Average 28 Day Strength (psi): I 4480
All fractures were conical in nature unless noted otherwise.
Remarks:
CC: Wm. Duane Harrell. P.E.
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
un:asa p-lot arran[;ementg have been made, all HOLD epee:mens will be discarded if required strength Is attained.
08/87..."2001 14:44 9728700802~ TRINITY ENGR-DALL¢,S
Report No.: 8
TRiNtTY ENGINEERING
TESTING CORPORATION 2211 Century Center Blvd Irving TX 75062
CONCRET]~ CYLINDER COMPRESSIVE sTRENGTI~I REPORT AS~'M C39
R, eport Date: 8;6!31 Last ReisSued on:
Repor~To: (~;e~ McGahey Project No.: T-4006 Ref. No.:
Riverside Church of Christ Project: R~verside Church of Christ
~ 50 E. Be,t!ine Road Coppeil, Texas
Phase: NfA
Coppell, TX 75019 Permit Nc).:
Supplier: Basil Concrete Cement Type; CIDss C
Cement Factor (sk/Gy):
MIx No.; 350 Max. Size Agg.(In.):
Design ..Rtrength: ,.3600 psi ~ 28 days Admixtures:
Date Sampled' 7/6/01 Date Received: Measured Specified
Source of Sample: Paving - Parking lot, 500' West of church Chain entrance Slump(In.): 7
Slump w/plasticizer(in,):
Contractor; Air Temperature (°F): 75
Truck/Ticket: 225185669 Mix Temperature (°F): 94
Sampled By: M. Ardito Air Content (%):
Submitted By: M. Ardito Unit Welght (pcf):
Curing Method: elite Room Batch Size (cy):
Specimen Prep: Unbonded Weather: Water Added (gal.) 0
Field Cure Tamp (°F) Hi: Lo: Wind (MPH) Time Botched:
Field Cure Time: 24+4 hrs. Rh (%): Time Sampled; Time In Truck:
Sampte ! Date I Age Dimensions Area Ultimate Load Compressive Required
Number ' Tested [ (days) Diam. HI. Lan. (in=) i (lbs.) Strength (psi) Strength (psi)
100132 A 7/13/01 7 6 x 12 X 28.27 105000 3710
100132 813/01 28 6.01 x 12 × 28.37 : 130000 4580 3600
100132 C' 8/3/01 28 6_01 x 12 x 28.37 [ 129000 4550 3600
DE I 0 x x 28.27I
10C132
Average 28 Day Strength (psi): I 4570
All *ractures were conical in nature unless noted otherwise.
Remarl~;
Reviewed on 8,6,0¶ by: '~' ~I~'~'~~
CC: Wm. Duane Harrell, P.E.
Dav:d Turner K.B_ Alexander- fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
Unless prior arrangements have been made, ell HOLD specimens will be discarded if required strength is attained