Northlake 635(3)-LR 98041604/29/95 09:28 FAX 21465070?0 RBC ENGINEERING
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 04/0711998
Client No.: 52617000
Client:
Lincoln Property Compm]y
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9809120
Project No.: 43-2452,
Project: Coppell
Belt Lin,
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requb
compressive strength samples.**
SLUMP:
AIR:
TEST METIIOD:
co~r~cToR: Butler ConstructiOn
CONCRETE SUPPLIER: Pioneer Concrete
Pcn~r: 22
SPECIFI~TION REQUIREME~S
STRENGTll; 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
AS~ C-172
ASTM C-39
PROJECT DATA
CONCRI~TF, CLASS: 9351
et,nc~t.f~rr O,T~: 04/07/1998
TIME SAMPLED: 12:55 pm BY:
WEATHER CONDITIONS; $ uuny
TEMI~ERATUR£(F)-AIR 79 F
TRUCKNO: 552 TtCKI
~,m con'rwvr (%): N/A
PLACIgM~'NT LOCATION:
SAMPLE LOCATION: 50'N/SfaC, 20' west
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP OATE AGE lOAD
(incite.) TESTED (da}l) 0b$. force)
2 1 5.00 04/14/1998 7 80850
2 2 5.00 04/14/1998 7 76610
Average
5.00 05/05/I998 28
5.00 05/05/1998 28
A4
This report is e.xclusivety Iht thc usc of thc client indicatc~ above and shall not b~ r~p~oducr~ except in full wl'dlou~ the,
Page 2 of 3
~ 003/004
8901 Carpenter FrwT. SeRe #100
DMIM, Texas 752a7
Report Date
04/16/1998
,97
lusiness Center 1I
Rd. & Lakeshore Dr.
Texas
field test and cast
aATCHT~ME: 12:25 pm
)amon Elrod
ONCRETE: 84
640304
WEIGHT (tact): N/A
CUMULATIVE YARDS:
COM?R~lVE
5TRF~qGTH
(psi)
2710
2790
160
TYPE
rltten approval of HBC Engineering. Inc.
Texas Comr[, _.sion on. Fire Protection
P.O. Box 2286, Austin, Texas 78768-2286
(512) 918-7100
CONTRACTOR'8 MATERIAL & ~ CERTIFICATE FOR U NDE~
PLANS
LO~T[ON
umzutmmoND
PIPES AND
dOINTS
TEST
DET)CRIPTION
INSTALLATION CONF~ TO .ACCEvmcu PLANS
EQUIPMENT USED IS APPROVED
Z~ ND, STATE DEVIATIONS:
HAS PERSON IN 'cHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION
OF COfflliOL VALVES AND CARE AND MAINTENANCE OF THIS NEi/ EQUIPMENT'
IF NOt EXPLAIN IN REHARKS SEC¥iON
HAVE COPIES OF, APPROPRIATE, INSTRUCTIOii$ AND CARE AND MAIN/i:sANCE
CHARTS ,BtTJI LEFT ON PREMISES
IF NO, EXPLAIN IN REMARKS SECTION
SUPPLIES BUILDINGS
LISTE~ *A~OVE
PVC CLASS !50 SLIP
PIPE CONFORMS TO NFPA STANDARD
FITTINGS CONFORM TO NFPA STANDARD
XF NO, EXPLAIN ZN ~EHARKS SECTION
OOZNTS NEEDING ANCHORAGE CLAHPED, STRAPPED, OR BLOCK(O IN
ACCORDANCE tilTH NFPA STANDARD
IF NO, EXPLAIN IN RLT.~ARKS SECTION '*
FLUSHING. fi'ow the required rate until water is clear as indicated by no col
In burlap bags at outlets such as hydrants and blow-offs. Flush at flo~s not
L mtn for 4-tnch pipe, 600 GPM (2271 L/mtn) for 5-tnch pipe, 760 GPM (2839 L
/ ) ' - ' mia for lO-lnch'ptpe' and
GPM 3785 L/mtn) for .8~tnch pipe, 1500. GPM .(S. 67.8 .L/_ ..) ............ ,.
-t~ch piPe, When supply cannot p~oouce
1H~DROSTAYIC. Hydrestattc test shall be .mae ac noc :ess cnan
3 4 pars) above static pressure in excess of 150 pst (10.3 bsrs) for twa hou
( ' ' sketed otnts shall, tf the NorbB~nshtp
(1.89 L/h) per 100 3o~n~s ~rrespec~ve_ o-
Joints. If such leakage Occurs at a te~ jo~n~s ~ne ~ns~alla~on sna~ ue cu~
necessary repairs made. The amount of allowable leakage specified above may
per in. valve diameter per hour (30 mL/25 ,Tn/h) for each metal*seated valve
If dry barrel hydrants are tested ~tth the main valve open, so the hydrants
dtttonal S oz per minute (150 mL/mtn) leakage is permitted for eagh hydrant.
NEW UNDERGROUND PIPING FLUSHED ACCORDING TO ~FPA ST"U-nARD
BY (COMPANY)
IF NO, EXPLAIN IN REHARKS SECTION
H~ FLUSHING FLOW WAS OBTAINED
XpUBLIC #ATE~ TANK OR RESERVOIR
LEAD-INS FLUSHED ACCORDING TO NFPA
BY(COMPANY)
IF NO, EXPLAIN IN REHARKS SECTION
FIRE PUMP
STANDARD
THROUGH MHAT
HYDRANT BU
· I THROUGH ~HAT
__FIRE PUMP~
HOW FLUSHING FLOW WAS OBTAINED
XPUBLIC WATER ___TANK OR RESERVOIR
Fora 856
',GROUND PIPING '-: '
CITY STATE ZIP
· ~.YES NO
.~_yES ~
X ;YES
_g_YES __NO
'X YES NO
X_.YES .__KO
lectton of foreign materia
'less than 400 GPH (1514
rmtn) for 6-tnch'pfpe, 1000'
~000 GPM(7570 L/mtn) for
m available.
~rs) for two hours or 50psi
rs.
is satisfactory, have
not exceed 2 qts. per hr.-
distributed over all
idered unsa:tsfactory and
· increased by 1 fl oz
solating the test section:
re under pressure,, an ad-
X YES .__.NO
'YPE OPENING
X oPEN PIPE
X YES NO
'YPE OPENING
'LANGE & SPIGOT X__OPEN PIPE
HYDROSTAtiC
TEST
YALYES
TES'~
YFIllESSED
BY:
ALL NEN UNDERGROUND PIPING.HYDROSTATICALLY TESTED AT
FOR ~ HOURS
TOTAL AMOUNT OF' LEAKAGE MEASURED
GALS HOURS
ALLOIMBLE LEAKAGE
GALS HOURS
NUHBER TNSTALLED TYPE AND RAKE
NATER CONTROL VALVES LEFT #ZDE OPEN
IF NO~ STATE REASON
HOSE THREADS OF FIRE DEPARTHENT CONNECTIONS AND,HYDRANTS ZNTER-
CllANGEABLE I/ZTH THOSE OF FIRE DEPARlgENT ANSYERING ALAI~
DATE LEFT IN SERVICE
ALL OPERATE SATISFACTORILY
X__YES
Upon completion of work, Inspection end.tests, shall be made by the contract~
nessed by an mmer's rePresentative. All defects shall be corrected and sy,,
contractor's personnel f~nally'1eeve the Job.
A certificate shall be f~11ed out and stgned by both representatives.
proving authorities, miners, contractors, and the Sta.te. Ftre .Marshal. It t:
representettve's signature tn no Way Pre;iudtcesJ~y Clam* against contractor
wor'manshtp, or fatlure to cmply ~th/~pprov~-ii~thor,~ty.'s requ~,mmflts
I CERTIFY THAT THE INFORHATION HEREIN IS TRUE AND THAT THIS SPRINKLER 'SYSTE~ NAS INSTALLED ll~ ACCOI~
ANCE #ITH ARTICLE 5.43-3, TEXAS INSURANCE CODE.AND THE RULES ADOPTED BY THEISTATE BOARD .OF* INSURANCE
AS AlX4INZSTERED BY THE STATE FIRE HARSHAL.
,r's representettve and wit-
,tea left in service before
,s shall be prepared for 'ap-
understood the owoer's
for faulty materiel, poor
local ordinances.
RESPONSIBLE HARAGING EHPLOYEE [SIGNATURE) ,/~ ~(/--4~rC~'
R.~4. E. LTCERSE # 0069 ' [ DA~E j ' .
D1 stri butlon:
85-B BACK
Ortginal Copy posted at site.
Copy 4 for State Fire Marshal.
Copy 2 for Installing Company.
Copy 3 for A
Jthortty having Jurisdiction.
04/29/98 09:28 FAX 2146307070 HBC ENGINEERING
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 04/07/1998
Report No.: 9809120
Client No.: 52617000
Project No.: 43-2452-
Client:
Lincoln Propez~y Company
3300 Lincoln Plaz, a/Lan-y Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppeil
Belt Lin,
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir,
compressive strength samples.**
004/004
$901 Carpcmcr Frwy., Suite #100
Olllu, Tczis '~S24'~
Report Date
04/16/1998
97
3usiness Center Il
~ Rd. & Lakeshore Dr.
Texas
field test and east
PROJECT DATA
co~'rancroR: Butler Construction CONCg~ Ct.ASS: 935 I
CONCRETE SUPPLIER: Pioneer Concrete e~cg~ DATE, 04/07/1998
e~'z': 22 ~M~S~O: 2:55 pm ~v: E
SPgCIF~CAT~ON REQUIREME~S W~A~R co~m~ S~By, ·
a~REsa~: 4000 psi ~ 28 Days ~~~.~m 81 v c
SLUMP: 5" ~UCK NO: 853 ~C~
AIR: N/A A~ CO~ (%): N/A UN
~ ~ET.O0: ASTM C- 143 e~cE~ L~On:
~p~ I
ASTM C- 172
ASTM C-39
,~&MPLE LOCATION: 80'N/SEC, 15' in, west
REPORT OF TESTS
CYLIND£R MEASURED MAXIMUM
MARKF, D SLUMP DATir- AGE LOAD
SET' NO. (inches) 'rESTED (days) Obs. l'erce)
3 I 4.50 04/14/1998 7 !02620
3 2 4.50 04/14/1998 7 981 O0
Average
3 3 4.50 05/05/I998 28
3 4 4.50 05/05/1998 28
A(
BATCHTIME: 2:20 pm
amen Elrod
dndy
T NO: 640324
T WEIGHT (pcO: N/A
:~~v~ rares: 260
36~0
3470
~550
TYPE
Technician: Damon Elrod
Report Distribution:
(1) Lincoln Property Company
(I) Butler Coasttuction
(I) O'l~tien & Associates
(I) AECC, lnc,
Started: 9:00 am
(1) City ol'Coppcll/~ldgr imp.
(l) City ofCoppefl/Constt, ln~p.
Finished: 4:30 am
This rcpor~ is exclusively for thc use of :he client indicated above ~d sh~ll not be reproduced excep~ in full wRhout Ihe ,a
Vice President
rRle~ approval of ['iBC Engineering, Inc.
01AK Page 3 of 3
04/29/98 09:27 FAX 2146307070 I-IBC ENGINEERING
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 04/07/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9809120
Project No.: 43-2452.
Project: Coppel!
Belt Lin
Coppe[l,
Services: Obtain samples &fresh concrete at the placement locations, perform recluix
compressive strength samples.**
cOr~TmkCTOm Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
Pr. aN1': 22
SPECIFICATION REQUIREMENTS
STRF~CTi~: 4000 psi ~ 28 Days
SLUMP: 5"
AIR: N/A
T~.~T METHOV: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
pLAC~E~rr OAT~: 04/07/1998
TIM~SA~eLEO: 1].:05 am aY: I
WZA~ co~mo~s: Su~y
~~~-~ 78 ~ (
TRUCK NO: 512 TlC~
P~CE~ ~ON:
Pavement b~t~n Buil~in~ A ~ C
SAMPLE LOCATION: 20'N/SEC. 10' in, west
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASUR~',D MAXIMUM
SLUMP DATE AG E LOAD
(inch.) TESTED (days) (lbs. force)
I 1 5.00 04/14/1998 7 94010
! 2 5.00 04/14/1998 7 89670
Average
5.00 05/0511998 28
$.00 05/05/1998 28
This report is exclusively tbr thc usc or,he ctieat i~dicated above and shall not be ~produced except in full without ~c'
0IAK Page I of 3
002/004
ENGINEERING, INC..
~901 Carpenter Frwy., Suite #10O
Repor~ Date
04/16/1998
,97
Business Center II
~ Rd. & Lakeshore Dr,
Texas
ed field test and cast
BATCHTI[ME: 10:50 am
~amon Eh'Od
~TNO; 640288
rwna~r¢~0:N/A
CUMULATIVE YARDS: 60
COMP~ESSlV~
STRENGTH
(p~)
3320
3170
3250
TY~E
~t~cn approval of tlBC Engineering. inc.
REPORT OF DRILLE r"PIER INSPECTION
Date of Service:
Client No.:
Client:
03/31/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980856z
Project No.: 43-2452
Project: Coppell
Belt Lin,
Coppell,
Services: Drilled pier inspection
On this date, an HBC Engineering technician arrived at
jobsite as scheduled. Drilling was cancelled for this
conditions.
the above ref~
date due to wi
Technician time: 6:30 am to 8:30 am
8901 Carpenter Frwy., Suit~ #100
Dallas, Texm 75247
,97
Report Date
04/16/1998
]usiness Center II
, Rd. & Lakeshore Dr.
Texas
~renced
~t
Technician: Brian Otis
RepoFt Distribution:
(1) Lincoln Prop~ty C~mpmy
(1) Butl~ Cemauctica
(1) O'Brien & Amocia~
(1) AECC, Inc.
O) City ,~'co~k~. mm.
O) city ~ co~e~'c.m~, mm.
I-~ En~mg,
Pa
Se~
This report is e~clusively fcr the use ~fthe client indicated above md ~al! not be reproduced except in full without the writter
,I D. Smith, P.E.
ior Project Engineer
approval of HBC Engineering./a~
99MP Page I of 1
"CONCRETE COMPI SIVE STRENGTH TE " '2
Date of Service: 04/07/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
980912¢
43-2452
Coppell
Belt Lin
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 04/07/1998
TIME SAMPLED: 11:05 am BY:
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 78 F
TRUCK NO: 512 TICI~
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
Pavement between Buildings A & C
SAMPLE LOCATION: 20'N/SEC, 10' in, west
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.00 04/14/1998
1 2 5.00 04/14/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 94010
7 89670
Average
I 3 5.00 05/05/1998 28
I 4 5.00 05/05/1998 28
AC
This report is exclusively tbr thc use of the client indicated above and shall not be reproduced except in full without the wri
01AK Page I of 3
.97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/16/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 10:50 am
~amon Elrod
DNCRETE: 80 F
TNO: 640288
TWEIGHT(pc0: N/A
CUMULATIVE YARDS: 60
UOMPRESSIVE
STRENGTH
(psi)
3320
3170
3250
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
· 'CONCRETE
Date of Service:
Client No.:
Client:
Services:
SLUMP:
AIR:
TEST METHOD:
COMPRESSIVE STRENGTH
04/07/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980912
Project No.: 43-245:
Project: Coppell
Belt Lil
Coppell
Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.**
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
Butler Construction CONCRETE CLASS: 9351
Pioneer Concrete PLACEMENT OATE: 04/07/1998
22
SAMPLE LOCATION: 50'N/SEC, 20' west
CYLINDER
MARKED
SET NO.
.97
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/16/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: 12:25 pm
TIME SAMPLED: 12:55 pm aY: pamon Elrod
WEATHER CONDITIONS: Sunny l
TEMPERATURE (F) - AIR 79 F (~ONCRETE: 84 F
TRUCKNO: 552 TICK~TNO: 640304
AIR CONTENT (%): N/A ur
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
IT WEIGHT (PC0: N/A
2CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
2860
2710
2790
2 1 5.00 04/14/1998 7 80850
2 2 5.00 04/14/1998 7 76610
Average
2 3 5.00 05/05/1998 28
2 4 5.00 05/05/1998 28
report is exclusively tbr the usc of the client indicated above and shall not be reproduced except in full without the ~
160
FRACTURE
TYPE
[ttcn approval of HBC Engineering, Inc.
01AK Page 2 of 3
CONCRETE COMPR SIVE STRENGTH
Date of ServiCe: 04/07/1998 Report No.:
Client No.: 52617000 Project No.:
980912~
43-2452
.97
ENGINEERING, llxl2.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/16/1998
Client:
Services:
SLUMP:
AIR:
TEST METHOD:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project:
Coppell
Belt Lin
Coppel[
Obtain sami~les of fresh concrete at the placement locations, perform requit
compressive strength samples.**
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
80'N/SEC, 15' in, west
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
3 I 4.50
3 2 4.50
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 04/07/1998
TIME SAMPLED: 2:55 pm BY: ['
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
WEATHER CONDITIONS: Sunny, v
TEMPERATURE (F) - AIR 81 F C
TRUCK NO: 853 TICKE
AIR CONTENT (%): N/A UN~
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
04/14/1998 7 102620
04/14/1998 7 98100
Average
BATCH TIME: 2:20 pm
~amon Elrod
rindy
)NCRETE: 88 F
r NO: 640324
T WEIG~rr (pc0: N/A
3 3 4.50 05/05/1998 28
3 4 4.50 05/05/1998 28
AC
Technician: Damon Elrod Started: 9:00 am Finished: 4:30 am ~
Report Distribution:
(I) Lincoln Property Company (I) City ofCoppell/BIdg, lnsp.
(i) Butler Construction ( I ) City of Coppell/Constr. Insp. l~
( I ) O'Brien & Associates
(I) AECC, Inc.
This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without thc writ
01AK Page 3 of 3
CUMULATIVE YARDS: 260
2OMPRESSIVE
STRENGTH
(psi)
363O
347O
3550
FRA~URE
TYPE
Engin~
ugene Harbour
Vice President
en approval of HBC Engineering, Inc.