HomeMy WebLinkAboutBLD2005-00880 MORTAR CYLINDER RPT FEB-MAR 06.TIFfiMACTEC Set ID: 200514441
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 2/1/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: 1500 PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
FIELD TESTS
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
( PSI)
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
1/4/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
9:00 AM TIME SAMPLED: 10:00 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
MORTAMIX UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 1/9/2006 AIR TEMP, °F:
N/I
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
N/I
LO: 0 HI: 0
C4
COMPRESSION TEST RESULTS
R
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
( PSI)
FRACTURE
TYPE
C1
3.14
1/11/2006
7
5880
1870
3
C2
3.14
2/1/2006
28
8600
2740
1
C3
3.14
2/1/2006
28
8730
2780
1
C4
R
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173 or C231, C1064
SLUMP MEASURED TO ONE - QUARTER INCH AIR CONTENT MEASURED TO ONE- QUARTER PERCENT ' DENOTES CURED IN FIELD — DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY NUMBER CORRESPONDING TO FRACTURE PATTERN SHOWN IN ASTM C39 AND SKETCHES BELOW
<1 in.
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
SECURE E 603, LIFT #1/5.3, L TO M.8, LIFT #2/ 5, P.5
TO M, LIFT #1/ SALLY PORT WALL, 9, L TO R, LIFT # 3
DISTRIBUTION: RESPECTFULLY SUBMITTED
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK ,
ARMFIELD
WILLIAM C. HOWLAND, JR., P.E.
!Iq1, e_ \4 �
fiMACTEC Set ID: 200514468
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 2/13/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: 1500 PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
FIELD TESTS
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
1/9/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
9:00 AM TIME SAMPLED: 10:00 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
MORTAMIX UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 1/16/2006 AIR TEMP, °F;
N/I
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
N/I
LO: 0 HI: 0
C4
COMPRESSION TEST RESULTS
2/6/2006
28
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
3.14
2/6/2006
28
7610
2420
4
C2
3.14
2/6/2006
28
8640
2750
1
C3
3.1
2/612006
28
8390
2710
1
C4
3.1
2/6/2006
28
8340
2690
1
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173 or C231, C1064
SLUMP MEASURED TO ONE - OUARTER INCH AIR CONTENT MEASURED TO ONE - QUARTER PERCENT *DENOTES CURED INFIELD — DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY NUMBER CORRESPONDING TO FRACTURE PATTERN SHOWN IN ASTM C39 AND SKETCHES BELOW:
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
SALLY PORT WALL 9 LINE
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTED
)0.
WILLIAM C. HOWLAND, JR., P.E.
f MACTEC Set ID: 200514571
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 3/3/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: 1500 PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
FIELD TESTS
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
2/3/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 11:00 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 2/8/2006 AIR TEMP, °F:
40
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
50
LO: 0 HI: 0
C4
COMPRESSION TEST RESULTS
3/3/2006
28
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
3.14
3/3/2006
28
4800
1530
1
C2
3.14
3/3/2006
28
5000
1590
1
C3
3.14
3/3/2006
28
5180
1650
1
C4
3.14
3/3/2006
28
4910
1560
1
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143. C173 or C231, C1064
SLUMP MEASURED TO ONE- QUARTER INCH AIR CONTENT MEASURED TO ONE- QUARTER PERCENT - DENOTES CURED INFIELD — DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY NUMBER CORRESPONDING TO FRACTURE PATTERN SHOWN IN ASTM C39 AND SKETCHES BELOW'
<1 in.
I
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
L LINE 4 TO G, LIFT #2, 3.3 LINE G TO L, LIFT #2, G
LINE 1.2 TO 3.5, LIFT #2
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTED:
-* t '6 if--
WILLIAM C. HOWLAND, JR., P.E.
f MACTEC Set ID: 200514573
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 3/6/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: 1500 PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
FIELD TESTS
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
2/6/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 2/8/2006 AIR TEMP, °F:
45
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
50
LO: 0 HI: 0
COMPRESSION TEST RESULTS
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
3.14
3/6/2006
28
5100
1620
4
C2
3.14
3/612006
28
4890
1560
4
UNLt55 U I HtRWISt INUIGA I LU, I LS I s WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143. C173 or C231, C1064
SLUMP MEASURED TO ONE - QUARTER INCH AIR CONTENT MEASURED TO ONE - QUARTER PERCENT • DENOTES CURED IN FIELD — DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY NUMBER CORRESPONDING TO FRACTURE PATTERN SHOWN IN ASTM C39 AND SKETCHES BELOW:
-- i i -- < in.
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
P LINE 6 TO 8, LIFT #1, 6 LINE 1.2 TO 3.5, LIFT #3
RESPECTFULLY SUBMITTED:
k ,l o /1 .
WILLIAM C. HOWLAND, JR., P.E.