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Home My WebLink About3523-5; PEDESTRIAN CURB RAMP IMPROVEMENTS; TEST RESULTS;Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 7549 Project Name City of Carlsbad NE, SE, SW Pad Ramp Improvements Project No 2000-999 Project Address various Gen. Contractor N/A Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No n/a Plan File No n/a 4J- 6 .. Gov't Contract # n/a DSAIOSHPD DSA# r/a Le V 3I Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 1/4/01 Slump (in.) 4.00 4.00 Supplier/Plant HANSON Air Temp (°F) 75 N/A Mix Number 3233502 Mix Temp (°F) 70 N/A Mix Description 560-C-3250 6.12 SK Air Content (%) N/A N/A -. Mix Design 3250 psi 22.4 MPa Unit Weight #Error 0 Specified Strength 3250 psi 22.4 MPa Truck No. 439 Ticket#: 336312 Load# 2 Time Batched 10:30 AM Time Sampled 11:30 AM Age: N/A Mm. Sample Mark: 14-01/SET 1/00-999 Delivered by N/A Date Rec'd in Lab: Logged in by: N/A Admixture N/A N/A Gallons of water added at N/A - Specific Location EAST CORNER OF MAFFON RD AT THE EL CAMINO CINEMA Special Instructions/Remarks POSSIBLY DAMAGED ON SITE Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 51469 1/11/01 0 6x12in 28.27in2 66,500 lbs 2350 psi 16.2MPa 14 51470 1/18/01 0 6x121n 28.27in2 87,000 lbs 3080 psi 21.2MPa 28 51471 2/1/01 0 6x121n 28.27in2 109,500 lbs 3860 psi 26.6MPa 28 51472 2/1/01 0 6x12in 28.27 in 99,000 lbs 3500 psi 24.1 MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, C39-86, 84, C617-87, C42-90 Checked by: Date: Reviewed by: (A-.._- Date C, Carlos Acero Staff Engineer cc: City of City of Carlsbad City of Carlsbad Carlsbad - Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 15551 Project Name City of Carlsbad NE, SE, SW Pad Ramp Improvements Project No 2000-999 Project Address various - Gen. Contractor N/A Sub-Contractor N/A Engineer N/A . Architect N/A Bldg Permit No n/a Plan File No n/a Gov't Contract # n/a DSA!OSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 12/15/00 Slump (in.) 3.25 4.00 Supplier/Plant HANSON 34 Air Temp (°F) N/A N/A Mix Number 3233502 Mix Temp (°F) N/A N/A Mix Description 560-C-32506.12SK PUMP Air Content (%) -N/A N/A Mix Design 3250 psi22.4 MPa Unit Weight #Error 0 Specified Strength 3250 psi 22.4 MPa Truck No. 466 Ticket #: 177950 Load # I Time Batched 9:50 AM Time Sampled 11:35 AM..-,-. Age: N/A Mm. Sample Mark: 12/15/00 #1 2000-999 Delivered by N/A Date Recd in Lab: Logged in by: N/A Admixture N/A N/A Gallons of water added at N/A by N/A Specific Location HANDICAP RAMP N/E CORNER OF WESTOOD DR & BLANKARNE DR. Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 50707 12/22/00 0 6x121n 28.27mn2 78,000 lbs 2760 psi 19.0 MPa 28 50708 1/12/01 0 6x12in 28.27in2 120,000 lbs 4240 psi 29.2 MPa 28 50709 1/12/01 0 6x12mn 28.27in2 118,000 lbs 4170Pfi 28.7 MPa 56 50710 2/9/00 1 6x121n 28.27in2 lbs psi MPa Comments: -28.qqy !qt specifiCatior. . Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, 39-86. C78-84, C617-87, C42-90 Checked by: Date: Reviewed by:(_ 1L-_ r-: Date: C? I I / Larry Clark . Engineer cc: City of City of Carlsbad City of Carlsbad Carlsbad - Testing Engineers -San Diego, Inc. Mr. Gary Goodman City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008-7314 RECEIVED FEB 202001 Established 1946 ENGINEFfz1NG==- DEPARTIAENT fl - / FE131 2 1 2C0I - CL&j January 17,'2 TESD Job No, 2000-999 Job Name: CITY OF CARLSBAD PAD IMPROVEMENTS Address: Carlsbad, California The following pages present TESD's field compaction, inspection, and/or laboratory test reports for the above referenced project for work performed through 01/04/01. These reports cover the locations of work inspected and tests performed in accordance with generally accepted standards and do not constitute engineering opinions or project control. It is the responsibility of the contractor to schedule retests or reinspections of any areas that do not meet project specifications. TESD neither controls nor supervises the work at the site. We are not responsible for errors and omissions of the contractor, nor for the contractor's failure to keep the work on schedule or carry it out in accordance with the project plans, specifications and all applicable codes. We appreciate the opportunity to provide services on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing Engineers - San Diego, Inc. Larry Clark Vice President of Engineering cc: City of Carlsbad - Building Department City of Carlsbad - Accounts Payable Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax [858] 715-58 10 O Testing Engineers - San Diego, Inc. Page 10f4. 7895 ConvoyCt., Suite 18 San Diego, CA 92111 INSPECTION REPORT Project Name a'P- &'2fr SD Project # 99 Address -. I General / Subcontractor , // Building Permit # DSA # Plan File # OSHPD # Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY _______Soil ______ Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION 3Z33 Sw- ______Conc: Mix #/psi .JZ ',fA Conc: Mix #/psi Conc: Mix #/psi _____________ _______ Rint: Reber _________________ INSPECTION CHECKLIST Plans Specifications _______Sizes Y Slump 4d " Fireproofing _..,,ncrete Cylinders Rinf: W.W.F. _______________ _______Air Content -Pile Driving Conc Flex Beams _______ _______ Rint: Tendons .-"Temperature "7e:,,e' Non-Destructive _______ Reinf. Steel _______ -Grout: Mix #/psi _____________ _----;.Unit Weight -Batch Plant -Tendon (PT Strands) _______ _______Mortar; Type/psi ____________ _______Consolidation Soils Technician _______ Mortar Samples _______ -Units: Block -Electrode Storage Mechanical -Grout Samples _______ _______ Units; Block _______Torque Applied Electrical _______ Masonry Prisms _______ _______Steel _______ Load (Pounds) -Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts _______Thickness Rooting Steel _______ _______ Metal Decking - Waterproofing H.S. Bolts _______ _______ Electrodes _______ DSA Fireproofing -Fireproofing ______ OSHPD Roofing ______ ______Other__________________ Cormctive action required Specialty Other ____________ _______ ___________________________ -Corrections completed Remarks n2 7 7J_- 7?7ff - 7 / - 7- , Field Representative # CERTIFICATION .OF COMPLIANCE: All of the observed work, unless otherwise stated, is in with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME A9,eZCS (Print Clearly) CERT. NO. INSPECTOR'S SIGNATURE__________________________________ DATE ? I' . 92Z Fom#003 Testing Engineers -San Diego, Inc. Established 1946 Mr. Gary Goodman January 5, 2001 City of Carlsbad TESD Job No. 2000-999 1635 Faraday Avenue Carlsbad, CA 92008-7314 Job Name: CITY OF CARLSBAD PAD IMPROVEMENTS Address: Carlsbad, California The following pages present TESD's field compaction, inspection, and/or laboratory test reports for the above referenced project for work performed through 12/15/00. These reports cover the locations of work inspected and tests performed in accordance with generally accepted standards and do not constitute engineering opinions or project control. It is the responsibility of the contractor to schedule retests or reinspections of any areas that do not meet project specifications. TESD neither controls nor supervises the work at the site. We are not responsible for errors and omissions of the contractor, nor for the contractor's failure to keep the work on schedule or carry it out in accordance with the project plans, specifications and all applicable codes. We appreciate the opportunity to provide services on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing Engineers - San Diego, Inc. Larry Clark Vice President of Engineering cc: City of Carlsbad - Building Department City of Carlsbad - Accounts Payable Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Remarks Testing Engineers - San Diego, Inc. Page 1 of I ( ) 7895 Convoy Ct., Suite 18 - - San Diego, CA 92111 INSPECTION REPORT Project Name I, cf TESD Project #L'(JU Address ZP)c Luc Cc ')C 3Zc.O irca. Y' @r (sbc'( - General I Subcontractor Building Permit DSA# Plan File # OSHPD # Government Contract # Other INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST )( Concrete _______ Soil _______conc: Mix #/psi Plans Prestress conc Base _______Conc: Mix #/psi Specifications Masonry Subgrade Conc: Mix #/psi Sizes _______ Struct Steel Asphalt Concrete _______ _______ Rinf: Reber Slump Fireproofing Concrete Cylinders ( 01 '4 Rift: W.W.F. ________________ -Air Content -Pile Driving Conc Flex Beams _______ Rinf: Tendons Temperature _______ Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix #/psi -Unit Weight -Batch Plant -Tendon (PT Strands) _______ - Mortar: Type/psi _______Consolidation Soils Technician _______ Mortar Samples -Units: Block _______ Electrode Storage Mechanical _______ Grout Samples -Units: Block -Torque Applied Electrical -Masonry Prisms Steel Load (Pounds) Bolt Pull-Out - Masonry Block _______ _______ H.S. Bolts -Thickness Roofing Steel _______ _______ Metal Decking _______ Waterproofing H.S. Bolts _______ _______ Electrodes __________________ _______ _______ DSA Fireproofing Fireproofing ______ OSHPD Roofing ______Other__________________ Corrective action required Specialty -Other- _______ ___________________________ -Corrections completed Field Representative # CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAM INSPECTOR'S SIGN CERT. NO. DATE _(oo _Fon#003 CONTRACTOR SUBMITTAL LOG PROJECT a,s. ksv3 Pea-R4-w I '4PROJECT MGR.b •ooc JOB NO. 3 ,sz - s . . CONTRACTOR tA e Date Received Submittal Number Description Subcontractor Contractor Submittal Number No. Copies Received Date sent to Project Engineer. ACTION Date Received Number of Copies Received Remarks Date Sent to Contractor . Ref Spec. Section No Exceptions Taken . Make Corrections Noted Revise & Resubmit Rejected o tthl'° _______ . . _______ oo Mv to-4o'O Ii C41 SAA ________ Iz./zjoo .1 -- I.jz/oo t . . 7J22./OO /WWOO . _______ 04Ml°0 oolA I . . jtJoo ' . . _______ 00 30* (•;4. . . i,_in1oo . . _______ P:\00CS\MISF0RMS\C0WTSUBN.FRM REV 1/27/93