HomeMy WebLinkAboutBLD2005-00880 MORTAR CYLINDER RPT OCT-NOV 05.TIFf MACTEC Set ID: 200513966
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TE =ST REPORT
Client: CATAWBA COUNTY DATE: 10/28/05
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: 1500 PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
DATE
TESTED
FIELD TESTS
MAX. LOAD
(LESS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
10/21/2005 BY: RON HARPER
SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 2:00 PM
AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
HOLCIM MORTAMIX
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D:
AIR TEMP, °F:
80
LO: 0 HI: 0
TICKET:
R
MIX TEMP, °F:
78
LO: 0 HI: 0
COMPRESSION TEST RESULTS
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LESS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
3.14
10/28/2005
7
2220
720 <<<
1
C2
11/18/2005
28
C3
11/18/2005
28
C4
R
I
I
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 'DENOTE S 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
�i j l�,l 1 1; ITi I I
Type 1 Type 2 Type 31 Type 4 1 "ype 5 Type 6 Type 7
REMARKS: POUR LOCATION:
F LINE 3 TO 4.7 LIFT NO. 1
DISTRIBUTION: RESPECTFULLY SUBMITTED:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS. JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING. DAVID
CONKLIN lXJ
WILLIAM C. HOWLAND, JR., P.E.„ L -C— - � J
,#MACTEC j! Set ID: 200513966
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TES , REPORT
nt: CATAWBA COUNTY I DATE: 10128105
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR STECIFIED STRENGTH: 1500 PSI
MIX DESC:
FIELD INFORMATION
i
DATE SAMP,_ED:
TIME BATCHED:
BATCH PLANT:
TRUCK:
TICKET:
CYL. NO.
Cl
C2
C3
C4
FIELD TESTS
(ACTUAL)
10/212005 BY: RON HARPER SLUMP, NCHES: N/I
TIME SAMPLED: 2:00 PM AIR CO ENT %: N/I
HOLCIM MORTAMIX UNIT WE IGHT, PCF: N/I
DATE RECV'D: AIR TEN , °F: 80
78
DATE
TESTED
10/28/2005
11/18/2005
11/1812005
MIX TE
COMPRESSION TEST RE
,P, °F:
IULTS
r
TEST AGE
MAX. LOAD
COMP.
(DAYS)
(LBS.)
STRENGTH
PSI
7
2220
720 <<<
28
/0 L
IP S
28
iR
UNLESS OTH RWI:iE INDICATE .TESTS WERE D IN GENERAL ACCORDANCE WRH THE FOLLOWII
SLUMP MEASURED TO ONE -QUARTER INCH AIR CONTENT MEASURED TO ONE - OUARTER PERCENT . DEN(
FRACTURE TYPE IS INDICATED BY NUMBER CORRESPONDING TO FRACTURE PATTERN SHOWN IN ASTM C39
I ..
FRACTURE
TYPE
1
(SPECIFIED)
LO: 0 HI: 0
LO: 0 HI: 0
LO: 0 HI: 0
LO: 0 HI 0
LO:0 HI:O
.TM TEST METHODS C39, C138. C143, C173 or C231. C1064
CURED IN FIELD c<4 DENOTES LOW COMPRESSIVE STRENGTH
SKETCHES BELOW:
Type 6
Type 7
-- <11n. —
Typf 1 Type 2 Type 3 Type 4 Type 5
REMARKS: POUR LOCATION:
F LINE 3 TO 4.7 LIFT NO. 1
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS. JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING. DAVID
CONKLIN
E CIV E
rI I I
AREA
(SO. IN.)
3.14
RESPECTI
'Q-
WILLIAM C
ILLY SUBMITTED:
C . . v
HOWLAND, JR., P.E /_
f MACTEC Set ID: 200513966
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MORTAR CYLINDER TEST REPORT
Client: CATAWBA COUNTY DATE: 11/18/05
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: MORTAR SPECIFIED STRENGTH: 1500 PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
DATE
TESTED
FIELD TESTS
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
10/21/2005 BY: RON HARPER
SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
TIME SAMPLED: 2:00 PM
AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
HOLCIM MORTAMIX
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
DATE RECV'D:
AIR TEMP, °F:
80
LO: 0 HI: 0
TICKET:
R
MIX TEMP, °F:
78
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
314
10/28/2005
7
2220
720 <<<
1
C2
3.14
11/18/2005
28
3210
1020 <<<
1
C3
3.14
11/18/2005
28
3720
1180 <<<
1
C4
28.3
R
UNLESS O I HEHWISE INUICA I ED, 11:616 WERE PERFORMED IN GENERAL ACCURDANCE 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.
I L I'
Z
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
F LINE 3 TO 4.7 LIFT NO. 1
DISTRIBUTION: RESPECTFULLY SUBMITTED:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, DAVID
CONKLIN W
WILLIAM C. HOWLAND, JR., P.E.