Northlake 635(2)-LR 970326 (2)TECHNOLOGIES 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
PAGE I OF 1
PROJECT NO.: 090:
REPORT NO.: 1140
DATE OF SERVICE:
AUTHORIZATION: Ch
REPORT DATE: 3/
SERVICES: Observe concrete mixture for consistency at placement lo~
required field tests, and prepare compressive strength si
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PtANT: 29
BATCH PROPORTIONS
Cement ASTM C-150
Coarse Aggr.: ASTM C-33
Fine Aggr.: ASTM C-33
Admix: ASTM C-494 AorD
Total Water:
Water/Cement Ratio: O. 51
Lb/Lb
PROJECT DATA
CLASS OF CONCRETE:
DESIGN MIX NUMBER:
93,
REPORT OF INSPECTION
517 lbs.
1840 lbs.
1448 lbs.
15.5 cwt.
266.0 lbs.
Slump Range (in.) 4-5"
Range of Fresh Concrete Wt./Cu. Ft.
Air Temp. Range {DegF): 46-50
Weather Conditions: OVERCAST
Placement Location:
Building C floor slab
south, and east walls.
No. Cu. Yds. Placed: 83
Technician: Rusty Bowers
Time-Started 07:
SU?,I,MARY OF tNSPECT;CN:
The technician observed the concre~_~ mixture at placemen~
concrete was checked for proper mixing, and a visual
made Aisc, ~-he c~nc..c_ was observed for workability, con
uni£ormi:-.z. Ss~mples of concr=-=e were obtained for the requ
~~-~=_~._$n cf ccmoressive s~:=_ng%h s~ecimens~ for
rim Tech. Southwestern Labs
~75 Lone Star Dr. P.O. Box 224227
Telephone: (214} 831-2700
FAX: (214.) 920-18~1
,605034
50
~/19/97
~rlie
~6/97
:ation, perform
)ecimens.
,ir Content Range (%): 1.5-1.8%
N/A
Conc, Temp. Range (DegF): 64-66
&ND WINDY
eaveouts at north, west
Test Spec.: 4
9ed 12:30PM
The
of slump was
y, and
fi~!d ~ests
3.5. Ch.E.
.... ~' .'"' /P'r4ject Manager