HomeMy WebLinkAboutBLD2005-00880 GROUT PRISM RPT APRIL 06.TIFf MACTEC
AREA D
Set ID: 200514744
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
MAX. LOAD C
COMP. F
GROUT
PRISM TEST REPORT
16.65 4
Client: CATAWBA COUNTY
28 6
DATE: 4/5/06
Project: CATAWBA COUNTY JAIL
2
JOB NO: 6234052987
MIX ID: GROUT
SPECIFIED STRENGTH: 3000 PSI
MIX DESC:
64440 3
3820 2
FIELD INFORMATION
FIELD TESTS
(ACTUAL) (SPECIFIED)
DATE SAMPLED: 3/7/2006 BY: RON HARPER
SLUMP, INCHES:
N/I LO: 0 HI: 0
TIME BATCHED: 9:05 AM TIME SAMPLED:
10:00 AM AIR CONTENT %:
N/I LO: 0 HI: 0
BATCH PLANT: RMC
UNIT WEIGHT, PCF:
N/I LO: 0 HI: 0
TRUCK: 2009 DATE RECV'D:
3/10/2006 AIR TEMP, °F:
N/I LO: 0 HI: 0
TICKET: 8010863
MIX TEMP, °F:
N/I L0: 0 HI: 0
rnMPRESSION TEST RESULTS
CYL. NO. A
AREA D
DATE T
TEST AGE M
MAX. LOAD C
COMP. F
FRACTURE
C1 1
16.65 4
4/4/2006 2
28 6
62480 3
3750 2
2
C2 1
16.85 4
4/4/2006 2
28 6
64440 3
3820 2
2
DENOTES LOW COMPRESSIVE STRENGTH
SLUMP MEASURED TO ONE - QUARTER INCH AIR CONTENT MEASURED TO ONE - QUARTER PERCENT `DENOTES CURED IN FIELD
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 WALLS ON C.5 F.5 TO C.5, 11 LINE C.5 TO
B AND B LINE 7 TO 11 LIFT #1
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: 200514745
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
GROUT PRISM TEST REPORT
Client: CATAWBA COUNTY
Project: CATAWBA COUNTY JAIL
MIX ID: GROUT
DATE: 4/7/06
JOB NO: 6234052987
SPECIFIED STRENGTH: 3000 PSI
MIX DESC
FIELD TESTS
(ACTUAL)
FIELD INFORMATION
DATE SAMPLED:
3/9/2006
BY: RON HARPER SLUMP, INCHES:
TIME BATCHED:
9:27 AM
TIME SAMPLED: 10:30 AM AIR CONTENT %:
BATCH PLANT:
RMC
UNIT WEIGHT, PCF:
TRUCK:
1378
DATE RECV'D: 3/10/2006 AIR TEMP, °F:
TICKET:
8119506
MIX TEMP, °F:
28
42020
COMPRESSION TEST RESULTS
FIELD TESTS
(ACTUAL)
(SPECIFIED)
8
LO: 0 HI: 0
N/I
LO:0 HI:0
N/I
LO:0 HI:0
50
LO: 0 HI: 0
58
LO: 0 HI: 0
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI
FRACTURE
TYPE
C1
16.68
3/16/2006
7
34120
2050 <<<
1
C2
16.81
4/6/2006
28
42020
2500 <<<
4
C3
17
4/6/2006
28
30560
1800 <<<
4
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173 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:
-11- 1 in.
x x
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
MASONRY WALL ON C.5 LINE F.5 TO C.5, 11 LINE C.5
TO B 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
RESPECTFU :
WI LLIAM C. HOWLAND, JR., P.E.
4rMACTEC
AREA
(SQ.IN.)
200514849
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
Set ID:
FRACTURE
TYPE
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
16.64
3/3112006
9
GROUT
PRISM TEST REPORT
1
C2
Client: CATAWBA COUNTY
4/19/2006
DATE:
4/19/06
Project: CATAWBA COUNTY JAIL
1
JOB NO:
6234052987
MIX ID: GROUT
SPECIFIED STRENGTH:
3000 PSI
MIX DESC:
4
C4
28.3
FIELD INFORMATION
R
FIELD TESTS
(ACTUAL)
(SPECIFIED)
DATE SAMPLED: 3/22/2006 BY: RON HARPER
SLUMP, INCHES:
8
LO: 0 HI: 0
TIME BATCHED: 9:30 AM TIME SAMPLED:
10:00 AM AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT: RMC
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK: DATE RECV'D:
3/30/2006 AIR TEMP, °F:
58
LO: 0 HI: 0
TICKET:
MIX TEMP, °F:
60
L0: 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
16.64
3/3112006
9
34840
2090
1
C2
17.88
4/19/2006
28
51750
2890 <<<
1
C3
16.16
4/1912006
28
51340
3180
4
C4
28.3
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.
)
_J
Type Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
CELL WALLS HB 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:
C.
WILLIAM C. HOWLAND, JR., P.E.