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HomeMy WebLinkAbout3837-2; ALGA NORTE COMMUNITY PARK; COMPRESSION TEST REPORTS FOR GROUT PRISMS; 2013-05-16P R470 , elm= Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (7R 74fAQS v(7Afl\ 74LQRflR Sample Group # 0STRUCT1ON STIG & DMINMING, INC. REPORT OF COMPRESSION TEST FOR GROUT PRISMS 1121883 Project Name Alga Norte Community Park Project No 10-11218T Project Address NWC of Alicante Rd & Poihsettia Ln City Carlsbad Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No Plan Ale No Gov't Contract # DSAIOSHPD Sample Group Data Report of Grout Prisms Measured Specified Placement Date 4/1712013 Slump (in.) 8 N/A Supplier/Plant Palomar Transit Mix Air Temp (°F) 72 N/A Mix NumberlDescr 386801 / 6.8 SK. Grout Mix Temp (°F) 76 N/A Mix Design 3000 psi 20.7 MPa Air Content (%) N/A NIA Specified Strength 2000 psi 13.8 MPa Field Unit Wt N/A Specified Date 5/1512013 Dry Unit Wt Truck No. 1431 Ticket #: 256811 Age: N/A Min. Samples Made By: Alvin Walter Cement Type II Set #: N/A Load #: N/A Date Rec'd In Lab 4/18/2013 Admixture N/A Specific Location 2ND LIFT BUILDING #5 Special Instructions/Remarks 1@7 - 2©28_______________________________________________________________________________ Compression Laboratory Data Sample Lab No. Date Dimensions Test Area Max Load Compressive Strength Fracture Age Tested Type 7 83A 4/24/2013 2.94x3.13 in 9.20in2 25,090 lbs 2730 psi 18.8 MPa 3 28 83B 5/15/2013 2.99x3.01 in 9.001n2 41,090 lbs 4570 psi 31.5 MPa 3 28 83C 5/15/2013 2.93x2.97 in 8.70 in" 37,200 lbs 4280 psi 29.6 MPa 3 Type 1 Type 2 Type 3 Type Type 5 Type 6 F 01 Comments: iLest meets 1eon._____________________________________ Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077. DSA Approved Documents. t f Checked by: Date: Reviewed by. £4LL_..\ Date: 5/16/2013 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 # C1STRLTIOH TEM4 e t4UM3. I. REPORT OF COMPRESSION TEST FOR GROUT PRISMS 1121882 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 Gov't Contract # DSA!OSHPD Sample Group Data Report of Grout Prisms Measured Specified Placement Date 4/11/2013 - Slump (in.) 9 N/A Supplier/Plant Palomar Transit Mix Air Temp (°F) 71 N/A Mix Number/Descr 386801 / 6.8 SK. Grout Mix Temp (°F) 73 N/A Mix Design 3000 psi 20.7 MPa Air Content (%) N/A N/A Specified Strength 2000 psi 13.8 MPa Field Unit Wt N/A Specified Date 5/9/2013 Dry Unit Wt Truck No. 1392 Ticket #: 256643 Age: N/A-Min. Samples Made By: Alvin Walter Cement Type II Set #: N/A Load #: N/A Date Rec'd In Lab 4/12/2013 Admixture N/A Specific Location 1ST LIFT OF RETAINING WALL BEHIND SKATEBOARD PARK Special Instructions/Remarks 1@7 -2@28 Compression Laboratory Data Sample Lab No. Date Dimensions Test Area Max Load Compressive Strength Fracture Age Tested Type 7 82A 4/18/2013 2.98x3.09 in 9.21 in 18,610 lbs 2020 psi 13.9 MPa 3 28 82B 5/9/2013 2.99x3.01 in 9.00in2 28,350 lbs 3150psi 21.7 MPa 3 28 82C 5/9/2013 3.01x3.03 in 9.12in2 24,410 lbs 2680 psi 18.5 We 3 Type 1 Type 2 Type 3 Type 4 Type 5 Type 8 Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077. DSA Approved Documents. /1* / Checked by: Date: Reviewed by. _£4A Date:--- 5/1012013 Erik Campbell, Lab Manager cc: City of Carlsbad