HomeMy WebLinkAboutBLD2005-00880 MORTAR CYLINDER RPT JAN 06.TIFk� \F_�
fiMACTEC Set ID 200514414
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 1/9/06
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:
12/20/2005 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 12:00 PM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 12/21/2005 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
12/27/2005
7
4450
1420
1
C2
28.3
1/17/2006
28
C3
28.3
1/17/2006
28
C4
R
UM OTHERWISE INDICATED. TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138. C143, C173 w C2
NL 31, 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 X,
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
SECURITY WALL ON L LINE 4 TO 11 LINE LIFT #2
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTED:
0A, 04"
WILLIAM C. HOWLAND, JR., P.E.
4 .
0 A
MACTEC Set ID: 200514414
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 1/18/06
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:
12/20/2005 BY: RON HARPER SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 12:00 PM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D: 12/21/2005 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
12/27/2005
7
4450
1420
1
C2
3.14
1/17/2006
28
4710
1500
1
C3
314
1/17/2006
28
5800
1850
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:
SECURITY WALL ON L LINE, 4 TO 11 LINE, LIFT #2
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.
f MACTEC Set ID: 200514441
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR TEST REPORT
Client: CATAWBA COUNTY
Project: CATAWBA COUNTY JAIL
MIX ID: MORTAR
MIX DESC:
DATE: 1/16/06
JOB NO: 6234052987
SPECIFIED STRENGTH: PSI
FIELD INFORMATION
DATE SAMPLED: 1/4/2006 BY: RON HARPER SLUMP, INCHES:
TIME BATCHED: 9:00 AM TIME SAMPLED: 10:00 AM AIR CONTENT %:
BATCH PLANT: MORTAMIX UNIT WEIGHT, PCF:
TRUCK: DATE RECV'D: 1/9/2006 AIR TEMP, °F:
TICKET: MIX TEMP, °F:
COMPRESSION TEST RESULTS
FIELD TESTS
(ACTUAL)
(SPECIFIED)
N/I
LO:0 HI:0
N/I
LO:0 HI:0
N/I
LO:0 HI:0
N/I
LO:0 HI:0
N/I
LO: 0 HI: 0
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
PSI
FRACTURE
TYPE
C1
3.14
1111/2006
7
5880
1870
3
C2
2/1/2006
28
C3
2/1/2006
28
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 SUBMITTE
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM /
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
WILLIAM C. HOWLAND, JR., P.E.