HomeMy WebLinkAboutpilings reportHeadquarters
11345 U.S. Highway 1
Sebastian, FL, 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE MOLDED:
CONTRACTOR:
JOB LOCATION
it CA1 t ENGINEERING
Z% AVL AND TESTING
REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENTS
(ASTM C-31, ASTM C-39, ASTM C-143)
10/14/2021
JWN Construction
1106 Nettles Boulevard
Jensen Beach, Florida
KSM #: 218416-1c/ah
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A,# 5693
KSMengineering. net
PLACEMENT: Auger Cast -In -Place
Pilings
SET NUMBER: 1
MIX: 5,000 Grout
Specimen
Number
Age Test
Date Broken
Average Cylinder
Diameter (in)
CylinderArea
(in
Compressive
Force (LBS)
Compressive
Strength
rent)
Fracture
Type
Capping
Method
Tested
By
1
7
28
10/21/2021
11/11/2021
3.01
3.00
7.11
7.07
26200
47480
3680
6720
4
5
U
U
DM
DS
28
11/11/2021
3.00
7.07
48770
6900
5
U
DS
28
11/11/2021
3.00
7.07
49630
7020
3
U
DS
FIELD MEASUREMENTS
WEATHER CONDITIONS:
N/A SLUMP (IN). N/A
TEMPERATURE (°F):
AIR: 80°
LOAD VOLUME (YARDS)
9/35 AIR CONTENT: N/A
CONCRETE: N/A
MIN. / MAX. N/A
MIN. / MAX. N/A
SAMPLED BY: KSM
NV
BATCH INFORMATION
SUPPLIER:
Cemex TIME BATCHED: 8:27
TRUCK No.: 71737
TICKET No.:
38122777 TIMED SAMPLED 9:36
ON -SITE ADMIXTURES:
GENERAL REMARKS
U: Unbonded Caps (ASTM C1231)
S: Sulfer (ASTM C617) (AASHTO T231)
UNLESS NOTED ABOVE, MINIMUM AND MAXIMUM TEMPERATURE AND AIR CONTENT WERE NOT TAKE PER ASTM C31
FRACTURE TYPES
TYPE: 1 TYPE 2 TYPE 3 TYPE: 4 TYPE 6 T`IfPE 6
Respectfully Submitted:
PE # 68366 11/13/2021
Test report shall not be reproduced, except in full, without the written appravaI of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business- WBE
heduyualtet5
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE MOLDED
CONTRACTOR:
JOB LOCATION
1W C Z t ENGINEERING
4 ANZ AND TESTING
REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENTS
(ASTM C-31, ASTM C-39, ASTM C-143)
10/14/2021
JWN Construction
1106 Nettles Boulevard
Jensen Beach, Florida
KSM #: 218416-1c/ah
Ivlalling
PO Box 78-1377
Sebastian, FL, 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
PLACEMENT: Auger Cast -In -Place
Pilings
SET NUMBER: 1
MIX: 5,000 Grout
Specimen Average Cylinder Cylinder Area Con
Number Age Test Date Broken
Diameter (in} (in2) For
1
7
10/21/2021
3.01
7.11
28
11/11/2021
3.00
7.07
28
11/11/2021
3.00
7.07
28
11/11/2021
3.00
7.07
pressive
ce LBS
( }
6200
Compressive
Strength
(PSI)
3680
Fracture
Type
Capping
Method
Tested
By
4
U
DM
7480
6720
5
U
DS
8770
6900
5
U
DS
9630
7020
3
U
DS
FIELD MEASUREMENTS
WEATHER CONDITIONS:
N/A
SLUMP (IN): N/A
TEMPERATURE (°F):
LOAD VOLUME (YARD S3)
9/35
AIR CONTENT: N/A
AIR:
CONCRETE:
80'
N/A
MIN. / MAX. N/A
MIN. / MAX.
N/A
SAMPLED BY:
KSM NV
BATCH INFORMATION
SUPPLIER:
Cemex
TIME BATCHED: 8:27
TRUCK No.:
71737
TICKET No.:
38122777
TIMED SAMPLED 9:36
ON -SITE ADMIXTURES:
GENERAL REMARKS
U: Unbonded Caps (ASTM C1231) S: Sulfer (ASTM C617) (AASHTO T231)
UNLESS NOTED ABOVE, MINIMUM AND MAXIMUM TEMPERATURE AND AIR CONTENT WERE NOT TAKE PER ASTM C31
FRACTURE TYPES Respectfully Submitted:
S�"1111 11 ► 1 1"0,
K EL
IYPI=1 llt'PE 2 TYPE 3 TYPE: 4 TyPE 6 TYPE 6 ,: �`•i y�C�� �` S� ''••,� :,�
� 3�6
ro
SASE O
�0 •' S
Presi, ONP�-�,6,`•
I�IIa1e1111��
- PE # 68366 11/13/2021
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business- WBE