HomeMy WebLinkAboutBLD2005-00880 GROUT PRISM RPT NOV-DEC 05.TIFf MACTEC Set ID: 200513965
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: 10/20/2005 BY: RON HARPER SLUMP, INCHES:
TIME BATCHED: TIME SAMPLED: 9:00 AM AIR CONTENT %:
BATCH PLANT: RMC UNIT WEIGHT, PCF
TRUCK: 1328 DATE RECV'D: AIR TEMP, °F:
TICKET: MIX TEMP, °F:
rnMPRFSSInN TEST RESULTS
FIELD TESTS
(ACTUAL)
(SPECIFIED)
7
LO: 0 HI: 0
N/I
LID:0 HI:0
N/I
LO:0 HI:0
80
LO: 0 HI: 0
76
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
10/27/2005
7
4790
1530 <<<
1
C2
3.14
11/17/2005
28
7660
2440 <<<
2
C3
3.14
11/17/2005
28
7540
2400 <<<
1
C4
28.3
R
DATE: 11/17/05
JOB NO: 6234052987
SPECIFIED STRENGTH: 3000 PSI
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C738, C143, Ci73 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:
<1 in.
I i
U
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
ALL SECURITY WALL IN SECTION (A) GROUND ELEV.
ACTURAL KS 7 TO 12 LINE
DISTRIBUTION: RESPECTFULLY SUBMITTED:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM e
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, DAVID
CONKLIN l �
L - c_- .
WILLIAM C. HOWLAND, JR., P.E.
f MACTEC Set ID: 200514009
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: 12/2/05
JOB NO: 6234052987
SPECIFIED STRENGTH: 3000 PSI
FIELD TESTS
FIELD INFORMATION
(ACTUAL)
DATE SAMPLED:
10/25/2005 BY: RON HARPER
SLUMP, INCHES:
TIME BATCHED:
9:25 AM TIME SAMPLED:
10:30 AM AIR CONTENT %:
BATCH PLANT:
RMC
UNIT WEIGHT, PCF
TRUCK:
1338 DATE RECV'D:
10/31/2005 AIR TEMP, °F:
TICKET:
8009407
MIX TEMP, °F:
50500
COMPRESSION TEST RESULTS
FIELD TESTS
AREA
(SQ.IN.)
(ACTUAL)
(SPECIFIED)
7
LO: 0 HI: 0
N/I
LO:0 HI:0
N/I
LO:0 HI:0
55
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
17.58
11/22/2005
28
43390
2470 <<<
1
C2
17.01
11/22/2005
28
50500
2970 <<<
1
C3
28.3
12/20/2005
56
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.
y
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
SECURITY WALL SECTION E, SECTION C ALONG F
LINE FROM 4.3 TO 5.8, 5.8 LINE FROM D TO F AT
GROUND LEVEL
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTED:
� (' )A
WILLIAM C. HOWLAND, JR., P.E.
0 A
MACTEC Set ID: 200514009
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: 12/20/05
JOB NO: 6234052987
SPECIFIED STRENGTH: 3000 PSI
FIELD INFORMATION
DATE SAMPLED: 10/25/2005 BY: RON HARPER SLUMP, INCHES:
TIME BATCHED: 9:25 AM TIME SAMPLED: 10:30 AM AIR CONTENT %:
BATCH PLANT: RMC UNIT WEIGHT, PCF
TRUCK: 1338 DATE RECV'D: 10/31/2005 AIR TEMP, °F:
TICKET: 8009407. MIX TEMP, °F:
COMPRESSION TEST RESULTS
FIELD TESTS
(ACTUAL)
(SPECIFIED)
7
LO: 0
HI: 0
N/I
LO:0
HI:0
N/I
LO:0
HI:0
55
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
17.58
11/22/2005
28
43390
2470 <<<
1
C2
17.01
11/22/2005
28
50500
2970 <<<
1
C3
15.99
12/20/2005
56
53960
3370
1
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138. C743, 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:
<1 In.
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7
REMARKS: POUR LOCATION:
SECURITY WALL SECTION E, SECTION C ALONG F
LINE FROM 4.3 TO 5.8, 5.8 LINE FROM D TO F AT
GROUND LEVEL
DISTRIBUTION:
CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR.
HICKORY CONSTRUCTION CO., AARON BEAM
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK
ARMFIELD
RESPECTFULLY SUBMITTE :
r
WILLIAM C. HOWLAND, JR., P.E.