HomeMy WebLinkAboutConcrete Test ReportHutting �7�L -�� 0
—STM C-31 CONCRETE
ga Engineers �= Concrete Compressive Strength TEST REPORT
tAASHTO' R1B
You►Profectis our Commitment
TO
Bodax Foundations PROJECT NO. PSL-1377 ,•
1101 NW 55th Street CLIENT Bodax Foun
,.
Ft. Lauderdale, FL 33309 C.C. r
4o.64 OCT 1 1 2017
ATTN: Tom Butler'
BY:
PROJECT proposed Residence LOCATION Lot 50, 4876 Watersong Way
Hutchinson Island, F
SET NO. 1 NO. OF SPECIMENS 4 DATE RECEIVED Oct 03, 2017 DATE CAST Sep 21, 2017
SPECIMEN
NUMBER
DATE
TESTED
AGE
AT
TEST
(DAYS)
AVERAGE
DIAMETER (inch)
OR
SIDE (inch x inch)
AVERAGE
LENGTH OR
SPAN (inch)
MAXIMUM
LOAD
(lb)
AVERAGE
CROSS -SECTIONAL
AREA
(inch')
COMPRESSIVE
OR FLEXURAL
STRENGTH
(psi)
FAILURE
TYPE
CA
CB
CC
CD
Sep 28
Oct 19
Oct 19
Oct 19
7
28
28
28
3.01
3.03
3.01
3.02
6.00
6.00
6.00
6.00
30210
7.12
7.21
7.12
7.16
4246
A
E.
C
D
E
F
MIX ID P0500ACG
TYPE OF MIX GROUT CONCRETE TEMPERATURE C-1064 88
SPECIFIED STRENGTH 5000 Psi @ 28 DAYS MEASURED SLUMP C-143 9.00 inch
BATCH TIME 10 : 35 MEASURED AIR C-231 NA %
SUPPLIER Adonel Concrete CAST TIME 11. 15
TRUCK NO. 4 0 0 2
TICKET NO. 110 0
LOAD VOL. 9 yd 3
Nutting Engineers of Florida, Inc.
Boynton Beach 561-736-4900
Pompano 954-941-8700
Miami -Dade 305-824-0060
Port St. Lucie 772-408-1050
Toll Free 877-NUTTING 3
Web:._ www.nuftingengineers.com
OF
CAST BY S D
MOULD TYPE
WATER ADDED 15.0 gal AUTH. BY PUMP
LOCATION
AUGER CAST PILES, PILE VS
1, 36, 5, 24, 44, 12, 11
COMMENTS
Nutting Engineers of Florida, Inc. PER,
Page 1, of 1 Oct 05, 2017 James J. Flaig, RE. #21083
These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request.
I1tel
Nutting �_S8TM C-31
ge Engineers "Concrete Compressive Strength
or morida Inc.I Esiabllshetl 1907
YourProjectis Our Commitment
Bodax Foundations
1101 NW 55th Street
Ft. Lauderdale, FL 33309
ATTN: Tom Butler
PROJECT proposed Residence
SET NO. 2 NO. OF SPECIMENS 4
R
'ASHTO'R18.
CONCRETE
TEST REPORT
PROJECTNO. PSL-1377
CLIENT Bodax Found V
C.C. �, V .,
OCT 1 12017
Mr
LOCATION Lot 50, 4876'
Hutchinson Island, F
DATE RECEIVED Oct 03, 2017 DATE CAST Sep .22, 2017
SPECIMEN
NUMBER
DATE
TESTED
AGE
AT
TEST
(DAYS).
AVERAGE
DIAMETER (inch)
OR
SIDE (inch x inch)
AVERAGE:
LENGTH OR,
SPAN (inch)
MAXIMUM
LOAD
(lb)
AVERAGE
' CROSS -SECTIONAL
AREA
(inchz)
COMPRESSIVE
OR FLEXURAL
STRENGTH
(psi)
FAILURE
TYPE
CA
Sep 29
7
3.01
6.00
32296
7.12
4539
5
A
CB
Oct 20
28
3.01
6.00
7.12
B
C
CC
Oct 20
28
3.03
6.00
7.21
D
CD
Oct 20
28
3.01
6.00
7.12
E
F
MIX ID P0500ACG
TYPE OF MIX GROUT
CONCRETE TEMPERATURE C-1064
88 °F
SPECIFIED STRENGTH 5000 Psi @ 28 DAYS
MEASURED SLUMP C-143 9.00
inch
CAST BY SD
BATCH TIME 0 8 : 0 0
MEASURED AIR C-231 NA
%
MOULD TYPE
SUPPLIER Adonel Concrete
CAST TIME 08 : 51
TRUCK NO. 7 0 01
TICKET NO. 110 5
WATER ADDED 15.0 gal
AUTH. BY
PUMP
LOAD VOL. 9 yd 3
LOCATION
AUGER CAST PILES, PILE VS
Nutting Engineers of Florida, Inc.
38, 13, 16, 30, 47, 32, 18, 13
Boynton Beach 561-736-4900
Pompano 954-941-8700
COMMENTS
Miami -Dade 305-824-0060
Port St. Lucie 772-408-1050
Toll Free 877-NUTTING 3
Web: www.nufingengineers.com
Nutting Engineers of Florida, Inc.
PER.
Page 1 of 1 Oct 05,2017
James J.Flai RE.#21083
These test results constitute a testing service only. Engineering interpretation or evaluation of results is provided only on written request.