HomeMy WebLinkAbout6932 Autumn Ridge Dr - Special Inspections/Engineering - 09/30/2003THE
WEINTRAUB
ORGANIZATION, LTD
Foundation Compliance Form
Date: 9/30/2003
CONSTRUCTION SITE ADDRESS: 6932 Autumn Ridge Drive
Subdivision: Provincetowne # 2, Tract 01
Lot 237 Block
BUILDER'S NAME AND PHONE: KB Home
5975 S. Quebec Street
Suite 300
Centennial, CO 80111
(303) 323-1280
I/We hereby state that the following portions of the foundation system for the above referenced project
were constructed in substantial conformance with the foundation plans and specifications designed for this
project and the site where it is constructed.
Date Inspector's Initials:
8/27/2003 CM
9/8/2003 CM
9/9/2003 CM
David Christ, P. E.
Inspection Type:
P. T. Tendon Placement
P.T. Slab Initial Tendon Elongation
P.T. Slab Final Tendon Elongation
6000 EAST EVANS AVENUE ■ BUILDING 2, SUITE 100 ■ DENVER, COLORADO 80222 ■ (303)504-9330 ■ FAX: (303)504.9620
Sep A-03 01:31pm From-CTL/Thompson Inc.
9702069441 T-542 P.005/006 F-103
ir. I nvowl r'0vI'm
KB HOME
5975 SOUTH QUEBEC STREET
SUITE 300
CENTENNIAL CO 80111
MR. DOUG NICOLL
Date: 0912612003
Report ID: F4646 - FC2137
Report of Concrete Compressive Strength Tests
Project: PROVINCETOWNE, FILING 2, PHASE 4
Supplier: LaFarge
SOUTH LENAYAVENUE AND EAST TRILBY
Location: 6932 Autumn Ridge Drive, Lot 237, post tension slab.
Cast Date: 8/28/2003
Ticket: 216049
Batch Time: 08.45
Concrete Mix:
Specimens Made By. CH
Truck Number: 973
Test Time: 09:20
0402200
Physical Properties of Concrete (ASTM C143, C231, C138, C1064)
Specified Strength (fc) Slump Air Content
Density
Temperature
3000 psi Q 28 days 5 in. 4.0%
143.0 pcf_
80 deg. F
I Compressive Strengths
(ASTM C39)
Specimen Age in Diameter Area Load
Compressive Percent
Type of
Number Days (inches) (sq. inches) (lbs.)
Strength (psi) of f c
Fracture
1 13
4.00
1 12.57
1 36,450
1 2900
Average: 1 2900 I 97
2
7
4.00
12.57
49,100
3910
120
3 7 4.00 12-57 41,380
Average:
3290
3600
CTLIThompson, Inc
Jon D. Doudna, P.E.
Comments: Sampled at truck.
cc: LAFARGE
375 E. Horsetooth Road I The Shores Office Park I Building 3 Suite 100 I Fort Collins, CO 80525 1 Phone: 970.206-9455 1 Fax: 970-206-9441
VVI co/ 4vvl? 11_ vJ JUJf �?!00�7 WtINIKHUtS t'AUL 01
1 wI TII � V T T O
All-rr
()PCANfj (: T
Idate
M r' OW
Ghent
KB Home
Caller Name
Eddie
Phone
Ptaiec't No.
G40-03002
Billlnq GroupNo.
00415
WID#,.
QO#:
POSIT TENSION SLAB TENDON
!" L ACTH;. w'N T IN.SPWC 1101%
Ing•ec,3or
Moulder, Qnns
Tirne Qf Ir spti.Qn
any
8 to 1; *110-M
LQC L3!
Subdivis:an
Provincet,owne # 2, Tract 01
hddre..Ss
6932 autumn Ridge Orive
arot! ^�awlis
2 P 0 'IN/A
{ft Pass Add! Time
I nt Ordmr Nn : ?7!7?4
%ructF
None
Gara :
2
Mcd-ol;
136.140R
EPsementTvte:
NnnR
Elevation:
C-Stone
FoundationTUae:
PT Sfab
INSPECTION CHECKLIST r 2STAQF PfiURC. OMI v l
Ikem
Qest;ri lion !
pass
Fail
M
Refer to
amments
1A
Co • Trunih Ina' eF to '
ITranch Fta. Wi t n
rorI
__.
2A
IMIKE(wIIQN f-MIECKLIST If ONOLITHIC
POURS ONLY
I
aeswi tion
Pass
Fail
NIA
ta±Item
lrR-Mf-r
Gmbnts
IS
Condition rA laoil
w
-7.
1n
28
Trench Width / Qs th
38
JTrench Locations
Q
a
SutLS 114POR 11A11 IN
1 C
Suds l pwi lion..........
...................1,..
0891r Max..41l0weble Eiooring. Z
Other.
Comments Notev
HD
9:61J 5kaffell
nn'She
if (KRinspitrt Hot
Item gs1 of Failed Item(s)
Reference Nownber.
r r i•. !
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t�932 A zaj —ii, .
Catnmersta
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r,irt7J.( MP, rI 1WM
1
Description of Problem
WM EAST EVANS AVENUE -- BUILDING 2, SUITE 100 -- DENVER, CO -- (303) 504-9933 -- FAX (303) 504-9620
COPYRIGHT 0 THE WEINTRAUB ORGANIZATION, LTD, 1998
LIINTRAUB
ORGA aTION, LTD
Date
9/8/2003
Client
KB Home
Caller Name
Gabby
Phone
(303) 287-6604
Proiect No.
G48-03002
Billing Group No.
0059
WO#:
POA
POST TENSION SLAB INITIAL TENDON
ELONGATION INSPECTION
Inspector
Moulder, Chris
Time of Inspection
early am
Location: Block:
Lot:237
Subdivision
Provincetowne # 2, Tract 01
Address
6932 Autumn Ridge Drive
EPO NIA
Lot Specifics Order No.: 22724
StructFloor.
None
Garaae:
2
Model:
138.1409
BasementTvpe:
None
Elevation:
C-Stone
FoundationTvpe:
PT Slab
I
INSPEZTInN CHECKLIST
Item
Description
Pass
Fail
WA
Refer to
Comments
I.
Concrete Comp. Strength
0
0
2.
Datum M.4ks
0
3.
Wedge Condition
®
0
0
4.
Elongation
0
E3
0
5.
Other
Q
0
a
a
a
a
a
o
Comments
COMMMIts
Notes:
HD
Field Sketch
PassAddt Time p N.A
Ion I
Site Hrs.
Fail (Reinspect Raq'd)
#(s) of Failed hem(s)
Reference Number:
3 • „ t
-1
ii iiiiii
....
.....
... .
fi
_
i .»
x •
�
..
...s
f
3
�T-
��
_
.
{
1II
• '
_
i
';'`�'
i
S
03Z
Description of Problern
WW EAST EVANS AVENUE -- BUILDING 2, SUITE 100 — DENVER, CO — (303) 504-9933 — FAX (303) 504-9620
COPYRIGHT 0 THE WEINTRAUB ORGANIZATION, LTD, 1998
ATD
, k1 RAU.
ORCA; ATION, LTD
Date
9/9/2003
Client
KB Home
Caller Name
Gabby
Phone
(303) 287-8604
Proiect No.
G4"3002
Billina Group No.
0064
WO#:
POA
POST TENSION SLAB FINAL TENDON
ELONGATION INSPECTION
Inspector Moulder, Chris
Time of Inspection any
Location: Block: Lot 237
Subdivision Provincetowne # 2, Tract 01
Address 6932 Autumn Ridge Drive
-• NIA
Lot•�._ ►.
StructFloor.
None
Garage:
2
Model:
138.1409
BasementType:
None
Elevation:
C-Stone
FoundationTvpe:
PT Slab
1
INSPF(-n-jN rHF('I(1 ITT
Item
Desc ' tion
Pass
Fail
WA
Refer to
Comments
1.
IMessurement of Tendons
W
I--]
0
2.
lCuttinjo of 7ondans
40
fl
0
3.
Condition of Packets
W
E3
0
0
4.
Other
C3
0
C3
E]
ID
a
a
(zi
1010101
a
Comments
convnents
Notes:
HO
Field Sketch
Overall Results
Pass Addl Time
on Site Hrs.
0 Fail (Reinspect Regd)
Item #{s) of Failed Item(s)
Reference Number.
�Irrt■IIN
I■1
�Nllas
a■
INS
■
Now
■
MI
IIR
Illt■it�lrlt��
�
■
■
■
an
an
:j'! J
�1NE
�
■i��■III�
Desodphon of Problem
6000 EAST EVANS AVENUE — BUILDING 2, SUITE 100 — DENVER, CO -- (303) 504-9933 -- FAX (303) 504-9620
COPYRIGHT® THE WEINTRAUB ORGANIZATION, LTD, 1998