Freeport NIP(2.3)-LR000502MAY 03 2000 18:23 FR MA~d~-FT WORTH
TiCHNOLOGIIS INC
8175891~20 TO 97230~3570
R.02/02
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: FAST TRAK cONSTRUCTION
1150 RMPTRE CENTRAL PLACE
SUITE 12a
ATTENTION: MR. KENT DALRYMPLE
]3~?-~-~, ~ 752/~7
pROJECT: 6A0 N. ROYAL LANE
STAPLES
I~OJ~CT NO.: 9711090
REPORT NO.: 023938
o~ OF S~nC~ 4/0~/2000
AUTHORIZA~ON: ROSS
nEPORTOATE: 5/02/2000
SERVlOES: Smaple concrete at 1DCa:ton of pl&ceeent, perfor~ requi:ed £teld tests,
prepare and test concrete compressive strensth specimens.
OONTRAOTOR: FAST TRAK CONSTRUCTION
OONCRETE SUPPLIER: Mid-C$ties.
PLANT: A
84aEO~C~llON REQULREMENT$
STREH~TH: 3500psi @ 28 DAYS
$LUM~. NA
MOLDING a CURING:
AIR CONTENT:
UNIT Ell]iHT:
TESTINI]I:
AIR:
ASTM C39
PROJECT DATA
OLA88OF OONORETE: Prod-Cod~ 9339
DATE OFPLACEMENT: ~/0~/2000
lqMEgAMPt~O: 09:25AH sY: Vincent Mosakowsk~
TEMFERATURE(DegF)-AIR:56 GONGRETE: 62
TRUCK NO: 5~0 ~GKETNO: A0007~006
MEASURED SLUMP On.): 7. O0
NR CONTENT(%): 10.0 UNff WLqeHT(pc~: NA
LOOA~ON O~ PLAOEMENT:
50 cu.yd, pavin& sec:ton south of but~din& ac
aDO= 7.
REPORT OF TESTS
CONCRETE CX)M~ STRENI3TH - 6 X 12 GYUNOER8
CYUNDF.~ MA}GMUM
DATE A~E ~AMETER AREA .LOAD
· ~ ~v.~ ~.~ -~. ~a.~.~ ~..someL
~ ~ ~/11/2000 7 6.00 28.27 58820
I 2 &/11/2000 7 6.00 28.27 58260
I 3 5/02/2000 28 6.00 28.27 82320
I & 5/02/2000 28 6.00 28.27 83880
~ FRACTURE TYPE
2080 SHEAR
2060 SHEAR
2910** CONg & SHEAR
2970** CONE & SHEA~
** Does not comply with specified stren$ch.
Teohniolan: Vincent Mosakowak$ Started: 08:00AH
NICET 067&02, Level II
Re _l~,~t._ DiutdbuUon:
1001 DD
Stopped: IO:OOAM
E$ INC.
O£f~ce Manager
TOTAL PAGE.02 ~