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HomeMy WebLinkAbout3837-2; ALGA NORTE COMMUNITY PARK; COMPRESSION TEST REPORTS FOR CORES; 2013-05-01'i'.;i- :7- Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 Sample Group # 4S1RUC1't4 TEMWS & EINI, INC. REPORT OF COMPRESSION TEST FOR CORES 1121892 Project Name Alga Norte Community Park Project No 10-112181 Project Address NWC of Alicante Rd & Poinsettia Ln City Carlsbad Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A Engineer N/A ArchitectN/A Bldg Permit No Plan File No Govt Contract # DSA/OSHPD Sample Group Data Report of Shotcrete Cores Measured Specified Placement Date 5/1/2013 Slump (in.) 2.5 N/A Supplier/Plant Superior Ready Mix Air Temp (°F) 67 N/A Mix Number/Descr SH-868P / N/A Mix Temp (°F) 75 N/A Mix Design. 4000 psi 27.6 MPa Air Content (%) N/A N/A Specified Strength *3400 psi #Error MPa Field Unit Wt N/A Specified Date 5/29/2013 Dry Unit Wt Truck No. 042 Ticket #: 238037 Age: N/A Mm. Samples Made By: Alvin Waiter • Set #: N/A Load #: N/A Date Recd in Lab: 5/2/2013 Logged In by: N/A Admixture N/A N/A Gallons of water added at N/A byN/A Cement Type II Specific Location SOUTH SKATEBOARD BOWL @ SOUTH HIP WALL BETWEEN SOUTHEAST AND SOUTHWEST CORNER Special Instructions/Remarks * According to ACI 506.2 the mean compressive strength of 3 cores must exceed 85% of req. strength Core Compression Data Date Tested Sample Group # Lab # Core Diameter Length Core Length Capped Test Area Lc/D Correction Factor Max Load Fracture Type, Compressive Strength 5/29/2013 1121892 92A 2.74 5.280 5.47 5.893 2.00 1 12,840 3 2,180 5/29/2013 1121892 92B 2.74 . 5.330 5.51 5.893 2.01 1 17,820 3 3,020 5/29/2013 1121892 92C 2.74 5.300 5.45 5.893. 1.99 1 . 18,500 3 3,140 Comments: . . Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077 Checked by: Date: Reviewed by:_ Date:_____ Erik Campbell, Lab Manager cc: City of Carlsbad . Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 Sample Group # INC. REPORT OF COMPRESSION TEST FOR CORES 1121891 Project Name Alga Norte Community Park Project No 10-11218T ProjectAddress NWC of Alicante Rd & Poinsettia Ln City Carlsbad Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A Engineer N/A ArchitectN/A Bldg Permit No Plan File No Govt Contract # DSA/OSHPD_____________________________ Sample Group Data Report of Shotcrete Cores Measured Specified Placement Date 4/30/2013 Slump (in.) 2.5 N/A Supplier/Plant Superior Ready Mix Air Temp (°F) 66 N/A Mix Number/Descr SH-868P / N/A Mix Temp (°F) 80 N/A Mix Design 4000 psi 27.6 MPa Air Content (%) N/A N/A Specified Strength *3400 psi #Error MPa Field Unit Wt N/A Specified Date 5/28/2013 Dry Unit Wt Truck No. 217 Ticket#: 110072 Age: N/A Mm. Samples Made By: Alvin Walter • Set #: N/A Load #: N/A . Date Rec'd in Lab: 5/1/2013 Logged in by: N/A Admixture N/A N/A Gallons of water added at N/A byN/A Cement Type II Specific Location NORTHEAST CORNER OF SOUTH SKATEBOARD BOWL Special Instructions/Remarks * According to ACI 506.2 the mean compressive strength of 3 cores must exceed 85% of req. strength Core Compression Data Date Tested Sample Group # Lab # Core Diameter Length Core Length Capped Test Area Lc/D Correction Factor Max Load Fracture Type Compressive Strength 5/28/2013 1121891 91A . 2.74 5.290 5.49 5.893 2.00 1 17950 3 3,040 5/28/2013 1121891 91B 2.74 5.230 5.42 . 5.893 . 1.98 1 15,500 3 2,630 5/28/2013 1121891 1 91C 2.74 5.260 5.45 5.893 .1.99 1 . 19,780 3 3,360 Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077 Checked by: Date: Reviewed by: 1tCL_AJ"\.... Date:_____ Erik Campbell, Lab Manager . cc: City of Carlsbad . . . . Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 . Escondido, CA 92026 (760) 746-4955 Fax: (760) 746-9806 Sample Group # CONSTRUCTION TESTING & ENGINEERING, INC. REPORT OF COMPRESSION TEST FOR CORES 1121889 Project Name Alga Norte Community Park Project No 10-11218T Project Address NWC of Alicante Rd&Poinsettia Ln City Carlsbad Gen. Contractor T.B. Penick & Sons, Inc. - Sub-Contractor N/A Engineer NIA Architect N/A - Bldg Permit No Plan File No Gov't Contract # DSAIOSHPD Sample Group Data Report of Shotcrete Cores Measured Specified Placement Date 4/25/2013 Slump (in.) 3 N/A Supplier/Plant Superior Ready Mix Air Temp (°F) 71 N/A Mix Number/Descr SH-868P/N/A Mix Temp (°F) 75 N/A Mix Design 4000 psi !.______ MPa Air Content (%) N/A N/A_______ Specified Strength 4000 psi 27.6 MPa Field Unit Wt N/A Specified Date 5/23/2013 Dry Unit Wt Truck No. 594 Ticket #: 237665 Age: N/A Min. Samples Made By: Alvin Walter Set #: N/A Load #: N/A Date Rec'd In Lab: 4/26/2013 Logged in by: N/A Admixture !Gallons of water added at N/A by N/A Cement Type II Specific Location NORTHWEST SIDE ON NORTH SKATEBOARD BOWL Special Instructions/Remarks 3@28 Core Compression Data Date I Sample Lab # Core Length lCore Length Test Lc/D CorrectionL l- ax Fracture Compressive1 I Tested Group # Diameter Capped Area Fact orLoad Type Strength 5/2312013 1121889 89A i{ 2.74 5.300 548 593 - ---.---- -.-.-i_— .................._.. ...__........_._ ...__....4...,......... 5/23/20131 1121889 898 ' 2.74 I 5.300 5.46 5.893 1.99 1 24,980 3 4,240 ..........................---j.-- .........L...............................- ............. 5/23/2013 1121889 89C 2.74 . 5.290 2 5.48 5.893 .00 I 1 27,500 3 4,660 .................. -..--..---..------.--.-.---.----.-..----.- .... Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077. DSA Approved Documents. Checked by: Date:. Reviewed by:J1CJ\J\.. Date: 5/24/2013 Erik Campbell, Lab Manager cc: City of Carlsbad 0 Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 lei Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 Sample Group # REPORT OF COMPRESSION TEST FOR CORES 1121888 Project Name Alga Norte Community Park Project No 10-1 1218T Project Address NWC of Alicante Rd & Poinsettia Ln City Carlsbad Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A Engineer N/A ArchitectN/A Bldg Permit No Plan File No Gov't Contract # DSA/OSHPD_____________________________ Sample Group Data Report of Shotcrete Cores Measured Specified Placement Date 4/24/2013 Slump (in.) 2.5 N/A Supplier/Plant Superior ReadyMix Air Temp (°F) 69 N/A Mix Number/Descr SH-868P / N/A Mix Temp (°F) 76 N/A Mix Design 4000 psi 27.6 MPa Air Content (%) N/A N/A Specified Strength *3400 psi #Error MPa Field Unit Wt N/A Specified Date 5/22/2013 Dry Unit Wt Truck No. 254 Ticket #: 237578 Age: N/A' Min. Samples Made By: Alvin Walter • Set #: N/A Load #: N/A Date Rec'd in Lab: 4/25/2013 Logged in by: N/A Admixture N/A . N/AGallonsof water added at N/A byN/A Cement Type II Specific Location NORTHEAST SIDE OF NORTH SKATEBOARD BOWL Special Instructions/Remarks * According to ACI 506.2 the mean compressive strength of 3 cores must exceed 85% of req. strength Core Compression Data Date Tested Sample Group # Lab # Core Diameter Length Core Length Capped Test Area Lc/D Correction Factor i Max Load Fracture Type Compressive Strength 5/22/2013 1121888 88A 2.74 5.270 5.44 5.893 .1.99 1 18,620 4 3,160 5/22/2013 1121888 j 88B 2.74 5.310 5.48 5.893 2.00 1 15,960 4 2,710 5/22/2013 1121888 88C 2.74 5.330 5.49 5.893 2.00 1 17,080 3 2,900 Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077 k— Checked by: Date: Reviewed by: Date:_____ Erik Campbell, Lab Manager cc: City of Carlsbad Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 Sample Group # REPORT OF COMPRESSION TEST FOR CORES 1121888 Project Name Alga Norte Community Park Project No 10-11218T Project Address NWC of Alicante Rd & Poinsettia Ln City. Carlsbad Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A Engineer N/A ArchitectN/A Bldg Permit No Plan File No Gov't Contract # DSA/OSHPD_____________________________ Sample Group Data Report of Shotcrete Cores Measured Specified Placement Date 4/24/2013 Slump (in.) 2.5 N/A Supplier/Plant Superior Ready Mix Air Temp (°F) 69 N/A Mix Number/Descr SH-868P / N/A . Mix Temp (°F) 76 N/A Mix Design 4000 psi 27.6 MPa Air Content (%) N/A N/A Specified Strength *3400 psi #Error MPa Field Unit Wt N/A Specified Date 5/22/2013 Dry Unit Wt Truck No. 254 Ticket #: 237578 Age: N/A Min. Samples Made By: Alvin Walter Set #: N/A Load #: N/A Date Rec'd.in Lab: 4/25/2013 Logged in by: N/A Admixture N/A N/A Gallons of water added at N/A byNIA Cement Type II Specific Location NORTHEAST SIDE OF NORTH SKATEBOARD BOWL (3@28) (3@56) Special Instructions/Remarks * According to ACI 506.2 the mean compressive strength of 3 cores must exceed 85% of req. strength Core Compression Data Date Tested Sample Group # Lab # Core Diameter Length Core Length Capped Test Area Lc/D Correction Factor Max Load Fracture Type Compressive Strength 5/22/2013 1121888 88A 2.74 5.270 5.44 5.893 1.99 . 1 18,620 4 3,160 5/22/2013 1121888 88B 2.74 5.310 5.48 5.893 2.00 1 15,960 4 2,710 5/22/2013 1121888 88C 2.74 5.330 5.49 5.893 2.00 1 17,080 3 2,900 6/19/2013 1121888 88D 2.75 5.390 5.55 5.937 2.02 1 24,210 3 4,080 6/19/2013 1121888 88E 2.75 5.370 5.53 5.937 2.01 1 23,530 3 3,960 6/19/2013 1121888 88F 2.75 5.420 5.58 5.937 2.03 1 20,250 3 3,410 Comments: 56 day test meets 28-day specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077 Checked by: Date: Reviewed by: tC...\ Date: 6/19/2013 Erik Campbell, Lab Manager cc: City of Carlsbad Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 746-4955 Fax:(760) 746-9806 Sample Group # CONSTUCT1ON TESTING & ENGINEERING, 1W_ REPORT OF COMPRESSION TEST FOR CORES 1121890 Project Name Alga Norte Community Park Project No 10-11218T Project Address NWC of Alicante Rd & Poinsettia Ln City Carlsbad Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No Plan File No Govt Contract # DSA/OSHPD Sample Group Data Report of Shotcrete _çores Measured Specified Placement Date 4/23/2013 Slump (in.) 3 N/A Supplier/Plant Superior Ready Mix Air Temp (°F) 72 N/A Mix Number/Descr SH-868P/N/A Mix Temp (°F) 84 N/A Mix Design 4000 psi 27.6 MPa Air Content (%) . N/A N/A Specified Strength 4000 psi 27.6 MPa Field Unit Wt N/A Specified Date 5/21/2013 Dry Unit Wt Truck No. 211 Ticket #: 237490 Age: N/A Mm. Samples Made By: Alvin Walter • Set #: N/A N/A Load #: N/A N/A Date Rec'd in Lab: 4/24/2013 Logged in by: N/A Admixture Gallons of water added at !A by N/A Cement Type II Specific Location SOUTH 1/3RD OF NORTH SKATEBOARD BOWL Special Instructions/Remarks 3@28 Core Compression Data Date Sample Lab # Core Length Core Length Test Lc/D 'Correction Max Fracture 'Compressive Tested , Group # Diameter Capped Area Factor Load Type Strength 1 5/21/20131 1121890 1 90A 1 2.74 1 5.410 I 5.57 ..._L...._....._._ 5.893 2.03 1 33,630 3 5,700 [5/21/2013 1121890 906 2.74 j ........--............. 5.330 5.5 .5.893 2.01 ____ 1 23,680 3 ___ 4,020 5/21/2013 1!JL!JI .: _1 L_.L._ 4,340 Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077. DSA Approved Documents. 4LJ Checked by: Date: Reviewed by: Date: 5/2212013 Erik Campbell, Lab Manager cc: City of Carlsbad