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Home My WebLink AboutBLD2005-00880 GROUT PRISM RPT FEB-MAR 06.TIFf A MACTEC Set ID: 200514442 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: 2/2/06 JOB NO: 6234052987 SPECIFIED STRENGTH: 3000 PSI 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: 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 17.14 212/2006 28 55390 3230 1 C3 15.68 2/2/2006 28 52650 3360 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: I < 1 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 RESPECTFULLY SUBMITTED: k, , / WILLIAM C. HOWLAND, JR., P.E. f 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: 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 50960 COMPRESSION TEST RESULTS FIELD TESTS (ACTUAL) (SPECIFIED) 7 LO: 0 HI: 0 N/I LO:0 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 16.62 2/14/2006 28 50960 3070 1 C3 15.89 2/14/2006 28 51390 3230 1 C4 R DATE: 2/14/06 JOB NO: 6234052987 SPECIFIED STRENGTH: 3000 PSI 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. _ <1 in. f Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7 REMARKS: POUR LOCATION: DISTRIBUTION: CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR. HICKORY CONSTRUCTION CO., AARON BEAM LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK ARMFIELD BLOCK WALL ON MAGISTRATE DURESS E 305, LIFT #2 AND 6 LINE R.8 TO S, 6 LINE Q.5 TO R, LIFT #1 RESPECTFULLY SUBMITTED: A'L l b. WILLIAM C. HOWLAND, JR., P.E. f 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 DATE: 2/15/06 JOB NO: 6234052987 SPECIFIED STRENGTH: 3000 PSI 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: 1/1612006 AIR TEMP, °F: TICKET: MIX TEMP, °F: C(nMPRFSSION TEST RESULTS 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 16.16 2/7/2006 28 45300 2800 <<< 1 C3 14.86 2/7/2006 28 43030 2900 <<< 1 UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING AS TM 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' <1 in. 1 J I i L 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: CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR. HICKORY CONSTRUCTION CO., AARON BEAM LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK ARMFIELD RESPECTFULLY SUBMITTED: 0 "xa �. L WILLIAM C. HOWLAND, JR., P.E. f MACTEC Set ID: 200514572 2801 Yorkmont Rd. Suite 100 , Charlotte, NC 28208 GROUT PRISM TEST REPORT Client: CATAWBA COUNTY Project: CATAWBA COUNTY JAIL MIX ID: GROUT DATE: 3/3/06 JOB NO: 6234052987 SPECIFIED STRENGTH: 3000 PSI MIX DESC FIELD TESTS (ACTUAL) FIELD INFORMATION DATE SAMPLED: 2/3/2006 BY: RON HARPER SLUMP, INCHES: TIME BATCHED: 7:50 AM TIME SAMPLED: 8:45 AM AIR CONTENT %: BATCH PLANT: LO: 0 HI: 0 UNIT WEIGHT, PCF: TRUCK: 2230 DATE RECV'D: 2/8/2006 AIR TEMP, °F: TICKET: 8010495 MIX TEMP, °F: 28 55490 COMPRESSION TEST RESULTS FIELD TESTS (ACTUAL) (SPECIFIED) 7 LO: 0 HI: 0 N/I LO:0 HI:0 N/I LO:0 HI:0 38 LO: 0 HI: 0 55 LO: 0 HI: 0 CYL. NO. AREA (SQ.IN.) DATE TESTED TEST AGE (DAYS) MAX. LOAD (LBS.) COMP. STRENGTH (PSI) FRACTURE TYPE C1 15.95 2/10/2006 7 36720 2300 4 C2 17.13 3/3/2006 28 55490 3240 1 C3 15.49 3/3/2006 28 53560 3460 1 C4 28.3 R UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C136. 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. -i <1 In. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Type 7 REMARKS: POUR LOCATION: L LINE 4 TO 6, LIFT #2 DISTRIBUTION: CATAWBA COUNTY SCHOOLS, ERNEST WILLIAMS, JR. HICKORY CONSTRUCTION CO., AARON BEAM LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, JACK ARMFIELD RESPECTFULLY SUBMITTED: ` f&(_ WILLIAM C. HOWLAND, JR., P.E.