HomeMy WebLinkAboutBLD2005-00880 GROUT PRISM RPT JAN 06.TIFNk'\4w.
OMACTEC Set ID: 200514421
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
GROUT PRISM TEST REPORT
Client: CATAWBA COUNTY DATE: 1/6/06
Project: CATAWBA COUNTY JAIL JOB NO: 6234052987
MIX ID: GROUT SPECIFIED STRENGTH: 3000 PSI
MIX DESC:
CYL. NO.
FIELD INFORMATION
DATE
TESTED
FIELD TESTS
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
(ACTUAL)
(SPECIFIED)
DATE SAMPLED:
12/30/2005 BY: RON HARPER
SLUMP, INCHES:
N/I
LO: 0 HI: 0
TIME BATCHED:
10:29 AM TIME SAMPLED: 11:30 AM
AIR CONTENT %:
N/I
LO: 0 HI: 0
BATCH PLANT:
RMC
UNIT WEIGHT, PCF:
N/I
LO: 0 HI: 0
TRUCK:
2230 DATE RECV'D:
AIR TEMP, °F:
50
LO: 0 HI: 0
TICKET:
8010123
MIX TEMP, °F:
60
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
16.8
1/6/2006
7
45440
2700
1
C2
28.3
1/27/2006
28
C3
R
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:
<1 In.
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
MASONRY WALL ON 5 LINE R TO 2 LIFT #3 AND 5.6
LINE L TO N 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.
rMACTEC Set ID: 200514442
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
GROUT TEST REPORT
Client: CATAWBA COUNTY
Project: CATAWBA COUNTY JAIL
MIX ID: GROUT
MIX DESC:
DATE: 1/12/06
JOB NO: 6234052987
SPECIFIED STRENGTH: 3000 PSI
FIELD TESTS
(ACTUAL)
FIELD INFORMATION
DATE SAMPLED:
1/5/2006
BY: RON HARPER SLUMP, INCHES:
TIME BATCHED:
7:46 AM
TIME SAMPLED: 9:00 AM AIR CONTENT %:
BATCH PLANT:
RMC
UNIT WEIGHT, PCF:
TRUCK:
7009
DATE RECV'D: 1/9/2006 AIR TEMP, °F:
TICKET:
8010157
MIX TEMP, °F:
28
COMPRESSION TEST RESULTS
FIELD TESTS
(ACTUAL)
(SPECIFIED)
8
LO: 0 HI: 0
N/I
LO:0 HI:0
N/I
LO:0 HI:0
49
LO: 0 HI: 0
60
LO: 0 HI: 0
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
16.56
1/12/2006
7
37710
2280
1
C2
2/2/2006
28
C3
2/2/2006
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 INFIELD <<< DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY NUMBER CORRESPONDING TO FRACTURE PATTERN SHOWN IN ASTM C39 AND SKETCHES BELOW:
in.
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
SECURE E603 INCHES LIFT NO. 1 /LINE 5.3, L TO M.8
LIFT #2 /LINE 5, P.5 TO M LIFT # 1 /SALLY PORT WALL 9
LINE, L TO R LIFT # 2
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESP TFULLY SUBMITTED:
WILLIAM C. HOWLAND, JR., P.E.
. ti ,
A MACTEC Set ID: 200514469
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
GROUT PRISM TEST REPORT
Client: CATAWBA COUNTY
Project: CATAWBA COUNTY JAIL
MIX ID: GROUT
MIX DESC:
FIELD INFORMATION
DATE SAMPLED: 1/10/2006 BY: RON HARPER SLUMP, INCHES:
TIME BATCHED: 10:30 AM TIME SAMPLED: 11:30 AM AIR CONTENT %:
BATCH PLANT: RMC UNIT WEIGHT, PCF:
TRUCK: DATE RECV'D: 1/16/2006 AIR TEMP, °F:
TICKET: MIX TEMP, °F:
COMPRESSION TEST RESULTS
DATE: 1/18/06
JOB NO: 6234052987
SPECIFIED STRENGTH: 3000 PSI
FIELD TESTS
(ACTUAL)
(SPECIFIED)
7
LO: 0 HI: 0
N/I
LO:0 HI:0
N/I
LO:0 HI:0
48
LO: 0 HI: 0
60
LO: 0 HI: 0
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
16.16
1/17/2006
7
34240
2120
1
C2
28.3
2/7/2006
28
C3
28.3
2/7/2006
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:
i <1 in.
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
MASONRY WALLS ON 9 LINE, L TO R LINE, LIFT
#3/Q.5 LINE, 7 TO 9 LINE, LIFT #3/ 5.3 LINE, N TO L
LIFT #2
DISTRIBUTION: RESPECTFULLY SUBMI17
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK Q ,/
ARMFIELD A
WILLIAM C. HOWLAND, JR., P.E.
a A
MACTEC Set ID: 200514488
2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208
GROUT PRISM TEST REPORT
Client: CATAWBA COUNTY
Project: CATAWBA COUNTY JAIL
MIX ID: GROUT
MIX DESC
DATE: 1/24/06
JOB NO: 6234052987
SPECIFIED STRENGTH: 3000 PSI
FIELD TESTS
(ACTUAL)
FIELD INFORMATION
DATE SAMPLED:
1/17/2006
BY: RON HARPER SLUMP, INCHES:
TIME BATCHED:
12:45 PM
TIME SAMPLED: 1:35 PM AIR CONTENT %:
BATCH PLANT:
RMC
UNIT WEIGHT, PCF:
TRUCK:
1346
DATE RECV'D: AIR TEMP, °F:
TICKET:
8010298
MIX TEMP, °F:
28
COMPRESSION TEST RESULTS
FIELD TESTS
(ACTUAL)
(SPECIFIED)
7
LO: 0 HI: 0
N/1
LO:O HI:0
N/I
LO:0 HI:0
60
LO: 0 HI: 0
65
LO: 0 HI: 0
CYL. NO.
AREA
(SQ.IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX. LOAD
(LBS.)
COMP.
STRENGTH
(PSI)
FRACTURE
TYPE
C1
16.8
1/24/2006
7
39290
2340
1
C2
28.3
2114/2006
28
C3
28.3
2/14/2006
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 INFIELD — DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY NUMBER CORRESPONDING TO FRACTURE PATTERN SHOWN IN ASTM C39 AND SKETCHES BELOW:
- _.- 11_....<1 in. )
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
BLOCK WALL ON MAGISTRATE DURESS E 305, LIFT
#2 AND 6 LINE R.8 TO S, 6 LINE Q.5 TO R, 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.