Northlake 635(2)-LR 970418 (2)Maxi~
257
TECHNOLOGIES INC
CLIENT:
PROJECT:
REPORT OF
CONCRETE INSPECTION
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 09031
REPORT NO.: 11522
COPPELL BUSINESS CENTER DATE OF SERVICE: 4
WRANGLER DR. & BELTLINE RD. AUTHORIZATION: Cha
COPPELL, TX REPORT DATE: 4/1
PAGE I OF i
SERVICES: Observe concrete mixture for consistency at placement loc
required field tests, and prepare compressive strength sp
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
BATCH PROPORTIONS
PROJECT DATA
CLASS OF CONCRETE:
DESIGN MIX NUMBER:
REPORT OF INSPECTION
933
Cement ASTM C-150 470 lbs.
Coarse Aggr.: ASTM C-33 1840 lbs.
Fine Aggr.: ASTM C-33 1488 lbs.
Admix: ASTM C-494 14.1 cwt.
Total Water: 266.0 lbs.
Water/Cement Ratio: 0.57 Lb/Lb
Slump Range (in.) 5.0
Range of Fresh Concrete Wt./Cu. Ft.
Air Temp. Range (DegF): 80
Weather Conditions: cloudy wi
Placement Location:
Screen wall masonry pan
Panels D,E and F used
No. Cu. Yds. Placed: 8
Technician: Phillip L. Fo
Time-Started 03: 30PM
SUMMARY OF INSPECTION:
The technician observed the concrete mixture at placement
concrete was 'checked'~or proper mixing, and a visual estim
made. Also, the concrete was observed for workability, co~
uniformity. Samples of concrete were obtained for the req~
and preparation of compressive strength specimens for labo!
Test results aDDear on Report of Concrete Compressive Strer
Technician: Phillip L.
Technician
Report Distribution:
1 } Lincoln Prol~'~ Co.
{1} BUTt. ER CONSTRUCTION NCORP.
I1} SROCKETT-OAVIS-DRAKE,INC.
{1) THE CITY OF COPPELL
Ill THE CITY OF COPPELL
(1) O°BRIEN ASSOCIATES, ]NC.
(11 A.E.C.C.
1003 LW
Forrest
~MAXIM T
Our letters anal reports are for the extrusive use of the client to whom they are ~dressed and shall not ~
Tach. · Southwestern Labs
Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
i05034
/10/97
rlie
8/97
etlon, perform
ecimens.
Content Range (%): 2.1
N/A
Conc. Temp. Range (DegF): 82
~dy
els A,B,C,D,E,F.
000 mix #9349
o. Test Spec.: 4
rest
topped 05: 00PM
ocation. The
te of slump was
sistency, and
ired field tests
atory testing.
LABS
~c~en, B.S. Ch.E.
'oj act Manager
ed except in
tare end rel~ort$
Maxir
257
TECHNOLOGIES INC
CLIENT:
PROJECT:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 09036
REPORT NO.: 11522;
COPPELL BUSINESS CENTER DATE OF SERVICE: 4~
WRANGLER DR. & BELTLINE RD. AUTHORIZATtON: Cha:
COPPELL, TX REPORT DATE: 4/1;
PAGE 1 OF 1
SERVICES: Test compressive strength specimens prepared in conjuncti~
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
4/17/97
4/17/97
5/08/97
PROJECT DATA
MIX DESIGN NUMBER: 9337
DATE OF PLACEMENT: 4/1t
TIME SAMPLED: 03: 30PM
TEMPERATURE (DegF) - AIR: 8(
TRUCK NO: 144
MEASURED SLUMP (in.): 5.01
AIR CONTENT(%): 2.1
LOCATION OF PLACEMENT:
Sampled at panels A,
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 128970 4560 COl
~'" 6.00 28.27 130260 4610 COl
28
1 4 5/08/97 28
ADDITIONALCOMMENTS:
Five (5) gallons of water added at site.
Panels D, E and F used concrete from trucks
recorded on rep
Technician: Phillip L. Forrest
Technician
Report Distribution:
I~) ,~o,, ,,~ co. MAXIM TECI
(1) SUTLER CONSTRUCTION INCORP.
(1) BROCKETT-DAVIS-ORAKE,INC. ~
(1) THE CITY OF COPPELL
{1) THE CITY OF COPPELL
{1) O'BRIEN ASSOCIATES, INC.
{1) A.E.C.C. '~..~.~ ~~
Our letter, and reports are for the exclusive use of the client to whom they are aeidres~ea and sh&~l not be reproduc~
Tech.* Southwestern Labs
Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
t5034
)
'10/97
:lie
~/97
;n with concrete
)/97
BY: Phillip L. Forrest
CONCRETE: 82
TICKET NO: 364755
UNIT WEIGHT(pcfI: N/A
%CTURE TYPE REMARKS
~E
~E
~rt ~115174.
BS
~n, S.S. Ch.E.
)ject Manager
d excei~t in