Riverside Church-LR010803..... ' ...... - 02
ijc,/15.....-£-~.~ 12:08 972870080__2 TRTNTTY Fi'IGR-DALLAC5 PAGE
TRINITY ENGINEERING I KLEINFELDER
2211 Century Center I~lv~, Suite 101, Irwng, Texas 75052
T F. T (~ (-) 972-870.0808 Metro 972-953-0398 Fax
IN4e~,~CE MOISTURE DENSITY TEST RESULTS
Tc~iverside Church of--\Chr)st Test Date: 8/3/01
150 E Beltline Road ' Project No. T-4000
Coppell, Texas 75P,~ Report Date: 8/13!01
Report No: 8~10135
Project Riverside'Church of Christ Definitions ~f Terms
Location: Coppell, Texas RQP- Rt Qtr Point CL - Centeriir'e
Fie'd Rep: G. Burke LQP - Lt Qtr Point Sta - Station
Test Test Location Depth or FieM Field Proctor Parcent
No. Lift Moisture Dersity No. Proctor
. , (%) (pcf) Density
1 25' East of West end 5th 19.3 97.0 6010738 95
50' South of North line
2 25' West of East end 5th 21.3 96,8 6010738 95
100' South of North line
3 30' East of West end 5th 23.9 91.5 6010738 90*
30' South of North line
4 50' North of South end 1st 26.2 90.3 6010738 89*
30' East of West end
$ Retest #3 !st 19.8 97.4 6010738 96
Final of native material, 1 lift of
select to follow after chemical injection
6 Retest ¢f4 ! st !6.1 * 103.1 6010738 101
7 10' North of ~Outh line, center of pad 1st 19.2 102.1 6010738 100
Proctor No: Description - ' Opt. Moisture ' Max. Density
6010738 Brown clay. 19.4 101 7
Specs. Gauge No: 29979 Test Methods. ASTM D 2922
Dens. (%) I Min 95 Std. Density Count: -' 2796 ASTM D 3017
Moist. (%_)I 0 to 4 Std. Moist Count: 662 -- ASTM D 698
Trans, Depth (i.n,): 6"
Remarks: * - Outside specified limits_ Results were given to on-site workers and ~oreman - also Barkley on-site
COpies: 2- Olient. Atto G,.§ M¢Gahey ~'/I~' ~ ~' ~~I~
'-K.B. Alexaqde'.AF.,:Dav,dTdrnar ~ W~G:NE ?
2- C:~y of Coppell ffax)
Attn: Lar~ Davis TRINI E ~ 1 KLEINFELDER
Attn: Lee Stone ~~~ ~
~- V. A~rey Hallum Arcbite~s. Attn: Bob Bandy '
1- Mille[ Engineering Group Attn: John Millett, P.E. W~. Duane Carrell, P.E.
0.:.... 15... ~001 12' 88 9 ~ --,8 / 8888z TRiNiYY EHGR-DALLA~ PAGE 03
A TRINITY ENGINEERING I KLEINFELDER
2211 Centu[y Center Bird. Suite 101, Irving, Teyas ?5062
T [~ T (~ 0 g72-870-0808 Metro 972,-953-0398 Fax 972-870-0802
IN-PLACE MOISTURE DENSITY TEST RESULTS
~ To: Riversiae Church of Christ Test Date' 8/2/01
150 E, Beltline Road Project No: T-4006
.' Coppell. Texas 75019 Report Date: 8/13/01
, Report No: 8010074
; I
~Prciec:. Riverside Church of christ Definitions of Terms
iLocation Coppell. Texas RQP- Rt Qtr Point CL - Centerline
'Fielc Rep- C Miller LQP - Lt Q:r Point Sta - Station
Tes: Test Location Depth or Field Field Prcctor Percent
No. Lift Moisture Density No. Proctor
(%) (pcf) Density
I Building Subgrade
1 12' East of West edge 3rd 19.5 100.8 ' 60~ 0738 99
~ 15' South of North edge
2 30' West of East edge 3rd 20.3 99.3 60; 0738 98
60' South of North edge
3 15' West o.f Ea..st..ed_g_e 3rd '21.6 100.3 601073.~' 99
100' Scuth of North edge
_ . Proctor No: ! Description . .. Opt..Mois{ur~' _. Max. Density
6010738 Brown clay 19.4 101 _7
Gauge No: 13089 Test Methods: ASTM D- 2~22
Specs.
~ ,.o) Min 95 Std. Density Count: 2241 ASTM D 3017
Moist. (%) 0. to 4 Std. Moist Count: 617 ASTM D 698
Trans. Depth (in.): i 6"
Remarks.
Copies. 2- Client. Attn. Greg McGahey
1- KB. Alexander. Attn: Dawd Turner
2- City of Coppell (fax~
Attn Larry Davis TRINITY ENd, fiNgERING / KLEINFELDER
! - V. Aubrey Helium Architects. Attn: Bob Bandy '
1- Millett Engineering Group, Attn: Jo~n Mllleff, P E. Wm. Duane HarrelL P.E.
A TRINITY ENGINEERING I KLEINFELDER
2211 Century Center Bird= Su;te 101. Irving, Texas 75C62
T ~ T ~ 0 972-870-0805 Metro 972-,g§3-039B Fax 972-B70-0B02
IN-PLACE MOISTURE DENSITY TEST RESULTS
To: Riverside Churcl~ of Christ Test Date: 8/1;'01
150 E. BeJt]ine Road Project NO: T-4006
Coppell, Texas 75019 Report Date: 8/11/01
Report NO: 8010073
Project: Riverside Church of Christ Definitions of Terms
Location: Coppell, Texas RQP- Rt Qtr Point CL - Centerlir~e
F~eld Rep: C. Miller LQP - tt Qtr Point Sta - Station
· ' Test Test Location Depth-or Field Field Proctor Percent
~ No Lift Moisture Density No Procto'
(%) ('pcf) Densi~' .
i I 8' West of East edge -_ 2nd 22.0 98,8 6010738 97
~ 15' South of North edge
2 75' South of North edge 2nd 19.5 103.0 6010738 103
20' West of East edge
3 110' South of North edge 2nd 18.9 104.3 6010738 103
15' East of West edge
Proctor No: Description - ' 0pfd.-MoistUre -" Max. Den. sity
6010.7.38 . . .Brown clay 19.4 . . 10~.7
I
I
I.
Specs. Gauge No: 13089 Test Methad~,: ASTM O 2922
Dens. {%) Min 95 Std. Density Count: 2278 ASTM D 3017
Moist. (%) 0 to 4 Std. Moist Count: 613 ASTM D 698
Trans. Depth (in.): 6"
Remarks:
Cop~es' 2. client, Attn: Greg McGahey
1- K.B. Alexander. Attn: David Turner
2- City of Coppell (fax)
A,. Oavl,
1~ V Aubrey Helium Architects. Attn: Bob Ben~y .
1- M{l~tt Engineering Group. A~n: John M~lie~, P.E. Wm. Duane Harrell, P.E
A TRINITY ENGINEERING / KLEINFELDER
22~, 1 Century Center Blvd. ~uite 101. Irwng. Texas 750§2
T F_ T (.L (-) 972.870-0808 Metro 972-953-0398 Fax 972-870-0802
IN-PLACE MOISTURE DENSITY TEST RESULTS
To: Riverside Church of Christ Test Date: 7/30/01
150 E. Beltline Road Project No: T-4006
CoppelL Texas 75019 Repod Date: 8/11/01
Report No: 8010072
Project: Riversicie Church' of Christ Definitions of Terms
Location. Coppell, Texas RQP- R! Qtr Point CL - Centerline
Field Rep: P Harrell .. LQP- Lt Qtr Point Sta - Station
Test Test Location Depth or Field Field Proctor Percent
No. Lift Moisture Density No. Proctor
(%) (pct') Density
1 118' Nortl3 & 15' East of NE corner of 1st !7.6 108.1 6010738 106
existing building
,. 2 83' North & 30' East of NE corner of 1st 23.9 96.8 60" 0738 95
existing building
3 50' North & 53' East of NE corner of 1st 20.6 98.3 6010738 97
existing building
' Proctor No: Description O[~t. Moisture Max. Density
6010738 Brown clay 19.4 101.7
Specs. Gauge No: 26077 Test Methods: ASTM D 2922
' Dens.(%} I Mine5 Std. Density Count: 2720 ASTMD3017
"Moist. (%) 0 to 4 Std. Moist Count: 669 ASTM D 698
Trans. Depth (in.). 8"
Remarks'
Copies: 2- Client. Attn: Grog McGahey
I- K.B. Alexander, Attn: David Turner
2- City of Coppell (fax)
Attn: Larry Davis TRINITY ENJBII~EER1NG ! KLEINFELDER
i- V. Aubrey Ha!lure Architect~. Attn. Bob Bandy ~
I- Mi:lett Engineering Group, Attn John Millett. P.E Wm. Duane Harrell, P.~_.
-I've ree.~S sr, o~.n on t~-e -aport 8'e for the exclusive uae Of [he c~le~.' rcr whom '.hey were cb'.e ¢'e0 ar,~ 6pP.y Only {O t:~e 8B~"DI~8 te$!e."J 8~d/or r~soec;ed The) a'-e --=[ ,' ~--.naeO lo be ,
;p.~.-C~l',,e of the q~.;el[fie~ af elx:~re-tl'~ Idertt[cil glr~d,J~.ls, T~ q$~ Of ~,,~r n~me r~,.;~4 receive 13rio- '¢,~rt!ten e.';p"oval Escorts II-,u~t be reorocuced In t.r,elr e'~.lCet,~, i
08/15.."20~1 12' 08 9728?00802 TRINITY ENGR-DALLA$ PAGE 06
TRINITY ENGINEERING ! KLEINFELDER
2211 Century Can;er Bird, Suite 101. Irwng, Texas 75062
T ~_ T (- (-) 972-870-0808 Me:rD 972-953-0398 Fax g72-870-0802
IN-PLACE MOISTURE DENSITY TEST RESULTS
To Riversicte Church of Christ Test Date: 7/30/01
150 E. Beltline Road Project No- T-4006
Coppell, Texas 7501G Report Date: 8t11/01
Report No: 8010071
Project: Riverside Church of Christ Definitions of Terms
Location: Coppell, Texas RQP- Rt Qtr Po"~t CL - Centerline
F.eld Rep: P. Harrell LQP - Lt Qtr PO!hr Sta - Station
Test Test Location ~)epth or Field Field Proctor Percent
No. Lift Moisture Dens:ty No Proctor
(%) (pcf,) .. Density
I 125' North & 23' East of NE corner of *subgrade 14.6 112.0 8010069 96
existing building
2 80' North & 35' East of NE corner of .... *subgrade 16.9 1109 801006c~ 95
existing building
3 15' North &40' East of NE co. rn. er of *subgrade 14.8 111.9 8010069 96
existing building
Proctor No: D~scription Opt. Moisture Max. Density
8010069 Brown sandy lean clay 12.0 116.7
Specs. Gauge No: -- Test Methods: ASTM D 2922
Dens. (%) I Min 95 Std. Density Count: -- ASTM D 3017
Moist. (%)I 0 to 4 Std. Moist Count: -- ASTM D 698
Trans. Depth (in.): --
Remarks: *Subgrade before first lift
Ccpi~s: 2- Client, Attn' Grog McGahey
1- K.B Alexander, Attn: David Turner
2- Ci~ cf C:oppell (fax)
Attr,; Larry Daws TRINITY EN~II~ERING / KLEINFELDER
1- V. Aubrey Hallum Archite~s. Attn. Bob Ba~dy
I-MilleE Engineering Group: Attn: John Mil~[/ P.E Wm. Duane Harrell, P,E.
OS..."].5..."?-8_RL ]2:88 9728708882 TR:[NZTY ENGF'-DALL'¢,._q PAGE 87
TR:NITY ENGINEERING Repo~o.: 8
CORPORATION 2211 century Center Birch,
TESTING
Suite 101
CONCP,,F~TY~ C~%IN]I)E~ COMPRg$$][VIg $TP, Y_,NGTH RE, t~ORT ASTM C39
Report Date: 8..'13/01 Last Reissued on:
Repo~t To: Gre§ McGahey Project No.: T-4006 Eel_ No.:
Riverside Church of Chnst proJee-t: Riverside Church of Christ
~ 50 E. Beltline Road Coppe]l, Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
... .... ~ : ;...-.: - ..... . ..... ..~i:~!;b~;i~..~:.i..:~...:!Rel3~...Ee...a, tg, K..1.e~,,~felde.~ . .; .......
Supplier: Lattimore Materials Co. Cement Type:
Cement Factor (sk/cy):
Mix No_: 38 Max. Size Agg.(in.):
Design Strength: 3000 psi ~_, 28 days Admixtures:
: ............ ' .... ' ........: .' ..... ;Sample. Da.~ ..... :.~3.bse~e(l:'.b..y..'.~!~iri~e]~eft .... ." ;" .':. .... "~:'" "-'
Date Sampled: 7/16t01 Date Received: Measured Specified
Source of Sample: Inlet at Southeast corner Slump(in.):
Slump w/plasticizer(In.):
Contractor: Air Tempera, tare (~F): 98
Truck/Ticket: 947/7104722 Mix Temperature (CF): 95
Sampled By: M. Esc=lante Air Content (%): 5 2
Submitted By: U. Escalante Unit Weight
Curing Method: Cure Room Batch Size (¢¥): 15
Specimen Prep: Unbonded Weather: Wate~ Added (gal.) 10
Field Cure Tamp (*F) Hi: Lo: Wind {MPH) Time BelChed;
Field Cure Time: 24+4 hrs. Rh {%): lime Sampled: Time in Track:
'".' ' ::'.::--';.-:';::'...':" '.. ' ' --' 'i '" ': :"::: :' ::i'.:'~" :. · :. ' '.":. "'"' i":';'...'~:~'.i~t~i.;?:. ~ !'.?i::!!i;i!'. !:'. ::'..... :'.:'~: '.; .. ' .: .' ..,~ ..........
Sample : Date J Age Dimensions :~ Area Ultimate Load Compressive Required
Number Tested ! ['days) Diam. Hr. Lan. ~, {in~) (lbs.) Strength {psi) Strength (psi)
100219 A 7123/01 : 7 6 x ~2 x 28.27 84500 ~ 299~)
j '-100219 B '7/23/01 , 7 8 x ~2 x I 28.27 '8'4000 2970
100219 C 8113101 28 60*, x ~2 x : 28.37 104000 38~0 : -3001~-
100219 D 8/13/01 28 6.m x 12 x 28.37 107500 ;~-~90 3000
Average 28 Day Strength (psi); J 3730 J
All fractures were conical in nature unless noted otherwise.
Remarks:
Reviewed on 8/13101 by: .!,../ --_
cc: Wm. Duane Harre]l. P.E.
Dadd Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hallum Architects
John Millett. P E. Millett Engineering Group
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained.
6,s a r-.utua; p."otec:ion to our cl~.qts end our~el¥'es, al; rep3~t$ $~b:,'i[led are t?.e confide.'~t~a', p.'~oe~y cf our c' en's arid au',13orlzat~ iD, put)llca:i0r~ of eteterce~.t8, con¢luei0ne. 0' e~lra~-18 fr0~ -*~.* 'epc.t~ m~