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CONTRACTOR
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IV CA 1 t ENGINEERING
JM 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)
Cylinder Area
(inZ)
Compressive
Farce (LBS)
CompressiveFracture
Stren th
(P51}
Type
Capping
Method
Tested
By
1
7
10/21/2021
3.01
7.11
26200
3680
4
U
DM
28
11/11/2021
U
28
11/11/2021
U
28
11/11/2021
U
FIELD MEASUREMENTS
WEATHER CONDITIONS:
N/A
SLUMP (IN): N/A
TEMPERATURE (OF):
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 I TYPE 2 TYPE 3 TYPE d TYPE 5 TYPE 6
Respectfully Submitted:
Julie E. Keller, P.E.
President
PE # 68366 10/26/2021
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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