Northlake 635(2)-LR 970424Maxi
25
TECHNOLOGIES INC
CLIENT:
PROJECT:
REPORT OF
CONCRETE INSPECTION
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 0903
REPORT NO.: 1155:
COPPELL BUSINESS CENTER OATE OF SERVICE: ~
WRANGLER DR. & BELTLINE RD. AUTHORIZATION: Ch;
COPPELL, TX REPORT DATE: 4/~'
PAGE i OF i
SERVICES: Observe concrete mixture for consistency at placement lo¢
required field tests, and prepare compressive strength si
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
PROJECT DATA
CLASS OF CONCRETE:
DESIGN MIX NUMBER:
REPORT OF INSPECTION
93~
BATCH PROPORTIONS
Cement ASTM C-150 517 lbs.
Coarse Aggr.: ASTM C-33 1840 lbs.
Fine Aggr.: A-~TM C-33 1448 lbs.
Admix: ASTM C-494 AorD 15.5 cwt.
Total Water: 266.0 lbs.
Water/Cement Ratio: 0.51 Lb/Lb
Slump Range (in.) N/A ~
Range of Fresh Concrete Wt./Cu. Ft,
Air Temp. Range (DegF): N/A
Weather Conditions:
Placement Location:
Slab-on-grade building
No. Cu. Yds. Placed: 10
Technician: Ronnie Lauder
Time-Started 08-' 30AM
SUMMARY OF INSPECTION:
The technician observed the concrete mixture at Dlacement
concrete was checked for proper mixing, and a visual estim
made. Alsor the concrete was observed for workability, coz
uniformity. Samples of concrete were obtained for the re~
and preparation of compressive strength specimens for labo]
Test results appear on Report of Concrete Compressive Stre]
Technician: Ronnie Lauderdale
Technician
Report Distribution:
(1) tincoM PTope('ty Co.
(1) BUTLER CONSTRUCTION INCORP. ~11.~1~ I
I1 ) BROCKETT-OAVt~.ORAKE, INC.
I1) THE CITY OF COPPELL
I1) THE CiTY OF COPPELL
I1) O'8RIEN ASSOCIATES INC
.) A.~.C.C. ' ' ~~'"~"~
Ou~ letters and reports are for the exclu~ve uae of the client to whom they are addressed and shall not be rep_rod.u~
full without the approval of the
1003 LW a~piy only to the sample te~ted end/or inspected, and are not indicative of the cluantities of apparently identical or
m Tech. ·Southwestem Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas, Texa~ 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
'.6
,/17/97
~rlie
'.4/97
~ation, perform
)ecimens.
r9
~ir Content Range (%): N/A
N/A
Conc. Temp. Range (DegF): N/A
B, leave out
Io. Test Spec.: 4
tale
~topped 11: 30AM
.ocation. The
Lte of slump was
tsistency, and
tired field tests
:atory testing.
LABS
K'BT~bken, B. S.
~oject Manager
ecl excel~t in
imilsr products.
Ch.E.
Max
2E
TECHNOLOGIES INC
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PAGE 1 OF 1
PROJECT NO.: 0903
REPORT NO.: 1155:
DATE OF SERVICE:
AUTHORIZATION: Ch;
REPORT DATE:
Test compressive strength specimens prepared in conjunctJ
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
i i 4/24/97
1 2 4/24/97
1 3 5/15/97
PROJECT DATA
MIX DESIGN NUMBER: 934S
DATE OF PLACEMENT: 4/1
TIME SAMPLED: 09:23AM
TEMPERATURE (DegF) - AIR: 6
TRUCK NO: 727
MEASURED SLUMP (in.): 4.
AIR CONTENT(%): 1.0
LOCATION OF PLACEMENT:
Building B east sid,
19' south of north
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE ~ DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi) FR
7 6.00 28.27 127150 4500 CO
7 6.00 28.27 127710 4520 COl
28
I 4 5/15/97 28
Technician: Ronnie Lauderdale
Technician
Report Distribution:
(1) Unco~n Property Co.
(1) BUTt. E, CONSTRUCTION 'NCORP. MAXIM TEC~
(1) 8ROCKETT-OAVIS-ORAKE INC.
(~) 'mE C~TY OF COPPEU_ ' / ~-~
(1) THE CITY OF COPPELL
(1} O'BRIEN ASSOCIATES INC. / ~.~
(1! A.E.C.C. '
~..~/--'"f~~wr
fOu~[ lettera and reports are for the exclusive use of the client to whom they are addressed and ahatl not'~e repreduce(
u I without the approval of the testin~l laboratory. The use of our name must receive our written approval. Our lette
1001 LW apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or sin
im Tech. * Southwestern Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
:6
,/17/97
.rlie
4/97
on with concrete
7/97
BY: Ronnie Lauderdale
CONCRETE: 69
TICKET NO: 344097
UNIT WEIGHT(pcf):
leave out
enterline
N/A
~.CTURE TYPE REMARKS
~E
,ject Manager
except in
ilar products,