Northlake 635(2)-LR 970306TECHNOLOGIES INC
REPORT OF
CONCRETE INSPECTION
CLIENT: Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN= LARRY MOON
Dallas, TX 75201
PROJECT: COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 0903
REPORT NO.: 1129¢
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 3/
SERVICES: Observe concrete mixture for consistency at placement loc
required field tests, and prepare compressive strength s~
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
BATCH PROPORTIONS
Cement ASTM C-150
Coarse Aggr.: ASTM C-33
Fine Aggr.: ASTM C-33
Admix: ASTM C-494
Total Water:
Water/Cement Ratio: 0.57
Lb/Lb
PROJECT DATA
CLASS OF CONCRETE:
DESIGN MIX NUMBER:
93."
REPORT OF INSPECTION
470 lbs.
1840 lbs.
1488 lbs.
14.1 cwt.
266.0 lbs.
Slump Range (in.) 5.25-5.50 ~
Range of Fresh Concrete Wt./Cu. Ft.
Air Temp. Range (F): 50-56
Weather Conditions: Cloudy -
Placement Location:
Building C panels #8, ~.
51, 52, 20, 42, 43, 44,
panels $9, 11, 8, 7, 6,
No. Cu. Yds. Placed:' 156
Technician: Phillip L. Foz
Time-Started N/A
SUMMARY OFINSPECTION:
The technician observed the concrete mixture at placement
concrete was checked for proper mixing, and a visual estim
made. Also, the concrete was observed for workability, cot
uniformity. Samples of concrete were obtained for the req~
and preparation of compressive strength specimens for laboz
Technician time: See Report #112992
Test results appear on Report of Concrete Compressive Strer
Technician: Phillip L. Forrest
Technician
Report Distribution: MAXIM TE(
(1) Lincoln Proper~y Co. (1) A.E.C.C.
(1) BUTLER CONSTRUCTXON X#CORP.
(1) BROCKETT-DAVIS-DRAKE, X#C.
(1) THE CXTY OF COPPELL Lawrence
(1) THE CXTY OF COPPELL
,o%?i=RO'BRXEN ASSOCZATES,
OW I~ters ~nd repo~t~ me for the ex~ive use of the cl ant to whom they mo addr---ee~l-- end ~nell not be repr~u¢
f~l without tm approval of the t~ting laboratory. The uae of o~name m~t receive ou~ wri~en ~prov~.
~ply only to the sarnpM t~t~ md/or i~ct~, m~l ere not i~icatJvo of the quantitie~
rn T. ch. ·Southwestem Labs
~5 Lone Star Dr. · P.O. Box 224227
Dallas, Texa~ 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
505034
6
/24/97
6/97
at/on, perform
,ec/mens.
ir Content Range (%): 1.5-1.8
Coho. Temp. Range (F): 65-70
~indy
, 21, 22, 25, 49, 50,
45, 46, 47. Building B
5, 4, 2.
o. Test Spec.: 8
rest
topped N/A
ocation. The
.ts of slump was
.sistency, and
.ired field tests
'atory testing.
.gth.
H..SOUTHWESTERNLABS
~ Bracken, B.S. Ch.E.
'oject Manager
~,d exce~ in
er~ end re~
JlllJl¥
Maxi
25:
TECHNOLOGIES INC
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN= LARRY MOON
Dallas, TX 75201
PROJECT: COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 0903
REPORT NO.: 11294
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 3/
SERVICES: Test compressive strength specimens prepared in conjunct1
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
PROJECT DATA
MiX DESIGN NUMBER: 933'~
DATE OF PLACEMENT: 2/3
TIME SAMPLED: 12; 20PM
TEMPERATURE (OF) - AIR: 50
TRUCK NO: 497
AIR CONTENT(%): 1.5%
LOCATION OF PLACEMENT:
Panel ~9, and 11
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. {inches) TESTED
I i 5.50 3/03/97
1 2 5.50 3/03/97
1 3 3/24/97
1 4 3/24/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 ~YLINDERS
MAXIMUM
AGE
{days)
7
7
28
28
DIAMETER AREA LOAD
(in.} (sq.in.) {Ibs. force)
6.00 28.27 109390
6.00 28.27 106520
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 2
1001 FR
~ Tech. · Southwestern Labs
r5 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: {214) 631-2700
FAX: (214) 920-1891
~05034
6
/24/97
6/97
on with concrete
4/97
BY: Phillip L. Forrest
CONCRETE: 657
TICKET NO: 341315
OMPRESSIVE
STRENGTH
(osil
3870
3770
REMARKS
· . ~ and irepor~l
~oply only to the ~lmp~ faired incl/o~ inlpected, IrN:l are n~t indiclbvl of the qulnthill of ippl~'~ntly identical o~' imiilr I~rodu~.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/24/97
REPORT NO.
PAGE 2
SET NO. 2
112946
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
CONTRACTOR: BUTL~.R CONSTRUCTION
CONCRETE SUPPLIER: P IONEm. R
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 300Ops£ @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER:
DATE OF PLACEMENT: 2
TIME SAMPLED: Ol= 15PM
TEMPERATURE ( I F) - AIR:
TRUCK NO: 296
AIR CONTENT(%): I .8%
LOCATION OF PLACEMENT:
Panel #5
4/97
BY: Phillip L. Forrest
CONCRETE: 65
TICKET NO: 341321
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO, {inches) TESTED
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) (in.) (sq.in.) (lbs. force}
2 I 5.50 3/03/97 7 6.00 28.27 94020
2 2 5.50 3/03/97 7 6.00 28.27 90690
2 3 3/24/97 28
2 4 3/24/97 28
3320
3210
[SSIVE
;TH
REMARKS
Technician: Phillip L. Forrest
Technician
Report Distribution: MAXIM
(1) Lincoln Property Co. (1) A.E.C.C.
(1) BUTLER CONSTRUCTION INCORP.
(1) BROCI(ETT-OAV[S-ORAKE, [NC.
(1) THE CITY OF COPPELL
(1) THE CITY OF COPPELL
ASSOC[^TES. ,,C.
Out letterl end re~ort~ Ire fo<, the exclusive u~l of the client to wi'~m they Ire eddrel~ed ~ ~h~l
full without the abprovll of the testing laboratory. The ule of ourfllme muir race;vi our wrlt~l~l
~pty o~ly to the ~,arnple tamed IrlclJo~ ir~oected, and Ire not indicetive of the ClUantitiel oi
~ABS
,t B.S. Ch.E.
.~ct Manager
d ex=e~ in