HomeMy WebLinkAboutBLD2005-00880 MORTAR CYLINDER RPT APRIL 06.TIFf MACTEC Set ID: 200514742
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 4/4/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: PSI
MIX DESC:
CYL. NO. A
FIELD INFORMATION
FIELD TESTS
TEST AGE M
MAX. LOAD C
COMP. F
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
3/6/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 9:30 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 3/7/2006 AIR TEMP, °F:
N/I
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
N/I
LO: 0 HI: 0
C4 R
rnMPRFSSION TEST RESULTS
R
CYL. NO. A
AREA D
DATE T
TEST AGE M
MAX. LOAD C
COMP. F
FRACTURE
C1 3
3.14 3
3/13/2006 7
7 3
3500 1
1110 1
1
C2 3
3.14 4
413/2006 2
28 5
5370 1
1710 4
4
C3 3
3.14 4
4/3/2006 2
28 4
4700 1
1500 4
4
C4 R
R
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:
MASONRY WALL ON C.5, F.5 TO C.5, 11 LINE C.5 TO B
AND 13 LINE 7 TO 11 LINE LIFT #1
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTED:
c
WILLIAM C. HOWLAND, JR., P.E.
f MACTEC Set ID: 200514743
2801 Yorkmont Rd. Suite 100, Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 4/5/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
FIELD TESTS
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP..
STRENGTH.
PSI
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
3/7/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 10:00 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/1
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 3/8/2006 AIR TEMP, °F:
N/I
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
N/1
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
3/14/2006
7
3620
1150
4
C2
3.14
4/4/2006
28
6160
1960
1
C3
3.14
4/4/2006
28
5190
1650
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:
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
MASONRY WALL ON C.5, F.5, TO C.5, 11 LINE C.5 TO B
AND B LINE 7 TO 11 LINE LIFT #1
RESPECTFULLY SUBMITTE .
WILLIAM C. HOWLAND, JR., P.E.
f A
MACTEC Set ID: 200514847
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 4/7/06
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:
3/9/2006 BY: RON HARPER SLUMP, INCHES:
N/I
L0: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 9:30 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 3/10/2006 AIR TEMP, °F:
N/I
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
N/I
LO: 0 HI: 0
C4
COMPRESSION TEST RESULTS
4/6/2006
28
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
PSI
FRACTURE
TYPE
C1
3.14
4/6/2006
28
5160
1640
1
C2
3.14
4/6/2006
28
4930
1570
1
C3
3.14
4/6/2006
28
6450
2050
1
C4
3.14
4/6/2006
28
5870
1870
1
UNLESS OTHERWISE INDICATED,
TESTS WERE
PERFORMED IN GENERAL
ACCORDANCE WITH
THE FOLLOWING ASTM
TEST METHODS C39,
C136, C143, C1 73
a 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 1 — < 1 in.
x x
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
BLOCK WALL C.5 LINE F.5 TO C.S AND 11 LINE C.5 TO
B LINE AND B LINE 7 TO 11 LINE, LIFT #2
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY ;7 7,
WILLIAM C. HOWLAND, JR., P.E.
f MACTEC Set ID: 200514848
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 4/13/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
FIELD TESTS
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
PSI
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
3/16/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 10 :30 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 3/17/2006 AIR TEMP, °F:
N/I
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
N/I
LO: 0 HI: 0
C4
COMPRESSION TEST RESULTS
4/13/2006
28
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
PSI
FRACTURE
TYPE
C1
3.14
4/13/2006
28
5020
1600
2
C2
3.14
4/13/2006
28
5310
1690
2
C3
3.14
4/13/2006
28
4490
1430
4
C4
3.14
4/13/2006
28
4380
1390
4
UNLtS5 U I HtRWISt INUIGAFED, 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:
-111 in.
x X
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
CONTROL ROOM 102 SECURITY WALLS
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTED:
WILLIAM C. HOWLAND, JR., P.E.
rMACTEC Set ID: 200514905
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 4/19/06
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:
3/21/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 9:00 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 4/3/2006 AIR TEMP, °F:
N/I
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
N/I
LO: 0 HI: 0
C4
r 1Ar1 MCC nTIJMO\n 100 wrnin
COMPRESSION TEST RESULTS
4/18/2006
•..-.. r.. •- ...r.. ... .. �..�...
28
. _..���_- .._._.._..
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
3.14
4/18/2006
28
10300
3280
4
C2
3.14
4/18/2006
28
8150
2600
4
C3
3.14
4/18/2006
28
7200
2290
4
C4
r 1Ar1 MCC nTIJMO\n 100 wrnin
3.14
nTCr rrnTn •. •c rr
4/18/2006
•..-.. r.. •- ...r.. ... .. �..�...
28
. _..���_- .._._.._..
7780
2480
4
rr. ocr.crw� ACCORDANCE WI T n 1 nt ruLWWINU AS I M 11:5 1 Mt I HUDS G39, 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.
1 1 N ,
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
1 LINE H TO M FOUNDATION /CELL WALLS 109
THROUGH 116, LIFT #1
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTED:
' a(0A"-
WILLIAM C. HOWLAND, JR., P.E.
0 A
MACTEC Set ID: 200514906
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 4/19/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
FIELD TESTS
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
3/22/2006 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 10:00 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 4/3/2006 AIR TEMP, °F:
48
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
50
LO: 0 HI: 0
C4
COMPRESSION TEST RESULTS
4/19/2006
28
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
3.14
4/19/2006
28
8260
2630
4
C2
3.14
4/19/2006
28
8720
2780
3
C3
3.14
4/19/2006
28
8520
2710
3
C4
3.14
4/19/2006
28
8400
2680
4
r�nr vnmw m - MNrKAL AUwecUANCt wn H I Ht FULLUINING AS TM TEST METHODS C39, C138, C143. C173 or 0231, 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.
y � �
L�
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
CELL WALL HB 107 THROUGH 116, LIFT #1
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTE
l�
WILLIAM C. HOWLAND, JR., P.E.