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HomeMy WebLinkAbout3190; RANCHO SANTA FE ROAD; REPORT OF COMPRESSION TEST; 2003-11-11Testing Engineers-USL 3190 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 Sample Group # REPORT OF COMPRESSION TEST) 36970 Project Name Rancho Santa Fe North Realignment and Widening - Project No 46703 Project Address -Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Clent P. 0. # 3190/STPLF-5308 Plan File # P1300A-0552 Sample Group Data - -Report of Concrete Cyiinders Measured Specified Placement Date r/120U - Slump (in.) 3.00 4.00 Supplier/Plant HANSON CAMINO SANTA FE. Air Temp (°F) 72 Mix Number 2511508 Mix Temp (°F) 80 Mix Description 2500 PSI 6.5 SK PUMP 2" Air Content (%) Mix Design 2500 Psi 17.2 MPa Unit Weight #Error Specified Strength 2500 psi 17.2 MPa lick No. 540 Tièket #: 562165 Load # 5 Time Batched 10:55 AM Time Sampled j__ Age: Mm. Sarnpl Mork: 10-14-03146763 Delivered by Date Rec'd in Lab: Logged in by: Admrture . Gallons of water added at by________________ Specific Locution PROPOSED RANCHOSANTA FE RD -_ Special Instructions/Remarks - Compression Laboratory Data - Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength n Age Tested 28 13582 11/11/2003 D 6x12in 28.27in2 .28 13583 11/11/2003 LL .......6x12in .28.27 in 56 13584 12/9/2003 Ell 6x121n 28.27 in, 56 : 13585 12/9/2003 0,1 6x12in . 28.271n7- Comments: 28 dav test meets specifications. 96,070 lbs 3400 psi 23.4 MPa 95,260 lbs 70i 2.MPa . lbs psi MPa lbs • psi MPa Sampling and testing conducted in accordance with ASTM Standard designation s : C 3 1 - 9 1 , C39-36, 1378-84, 061787, C4290 eckedby: Date: Reviewed by: Date: /1/ Copies: 0 Testing Engineers-USL 7895 Convoy Court, Suite 18 NOV 2 9 2004 San Diego, CA 92111 78213 ,.... Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 41047 Project Name Rancho Santa Fe North Realignment and Widening Project No 46703 Project'Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P. 0. # 3190/STPLF-5308 Plan File # P1300A-0552 Sample Group Data Report of Masonry Prisms Measured Specified Placement Date 9/21/2004 Slump (in.) 9.50" Supplier/Plant HANSON Air Temp (°F) 84 Mix Number 2011501 & 8" SLUMP BLOCK Mix Temp (°F) 81 Mix Description 2000 PSI 6.5 SK . Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 1500 psi 10.3 MPa Truck No. s 450 Ticket #: 711673 Load # 1 Time Batched 12:17 PM Time Sampled 1:30 PM Age: Mm. Specific Location Special Instructions/Remarks Sample Mark: Admixture Made by CONT. Date Rec'd in Lab: Logged In by: 5/2 Gallons of water added at BEG/MID byContractor Compression Laboratory Data Discard Dimensions Test Area- MrLIC-ompressive=Strength Sample—Lab No. Date Age Tested 28 26358 10/19/2004 28 26359 10/19/2004 56 26360 11/16/2004 Comments: LI 15.60X7.40 in 115.44in" 146,500 lbs 1270 psi 8.8 MPa LI 15.50X7.34 1n 113.771r12 172,000 lbs 1510-psi 10.4 MPa LI 15.41X7.33 in 112.95in2 201,000 lbs Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, c417. . Checked by: Date: Reviewed by:________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc tu V,4- 41, Testing Engineers-USL cc W 0 '7895 Convoy Court, Suite 18 1825 San Diego, CA 92111 mdamorlm Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST NOV 0 8 2004 DUD: &.ASSOO. FLO (H Sample Group Data Grout Cores. Measured Specified 9/24/2004 Slump (in.) 10.00 HANSON CARLSBAD Air Temp (°F) 81 2011501 Mix Temp (°F) 78 2000 PSI 6.5SK .Air Content (%) 2000 psi 13,8 MPa ' Unit Weight (pcf) 2000 psi 13.8 MPa Truck No. 532 Ticket #: ' Load # 1 Time Batched Time Sampled Age: Mm. Sample Mark: Made by JWS Date Rec'd in Lab: Logged in by: Admixture 20 Gallons of water added at START by Contractor Specific Location LINE 175+10 Special instructions/Remarks RESULTS ADJUSTED FOR LID RATIO. Compression Laboratory Data Sample Lab No. Date' Discard Dimensions Test Area Max Load Compressive Strength Age ' Tested 7 25498 10/1/2004 3.00X4.38 1n 7.07 in, 19,340 lbs 2630 psi 18.1 MPa 28 25499 10/22/2004 LI 3.00X6.24 in ' 7.07 in2 18,100 lbs 2560 psi 17.6 MPa 28 25500 10/22/2004 LI 3.00X6.04 1n 7.07 in2 18,780 lbs 2660.d( 18.3 MPa Comments: 28 day test meets specifications. Sampling and testing cdn ducted in' accordance with AS TM Standard designations: C31-91, C3 . Checked by: . Date: Reviewed by Carlos Acero Copies: City of Carlsbad . . Dudek and Associates, Inc Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design • Specified Strength Testing Engineers-USL co CA 7895 Convoy Court, Suite 18 NOV 0 8 2004 San Diego, CA 92111 7829 &)1iDFjç.. Phone (858) 715-5800 Fax (858) 715-5810 J,, REPORT OF COMPRESSION TEST Sample Group # 41051 Project Name Rancho Santa Fe North Realignment and Widening Project No 46703 Project Address Ranëho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P.O. # 3190/STPLF-5308 Plan File # P1 300A-0552 Sample Group Data Report of Grout Prisms Measured Specified Placement Date 9/23/2004 Slump (in.) Supplier/Plant PORTLAND CEMENT TYPE'S' Air Temp (OF) 86 Mix Number LIME Mix Temp (5F) 85 Mix Description Air Content (%) Mix Design psi MPa Unit Weight pcf Specified Strength 1800 psi 12.4 MPa Truck No. Ticket #: Load # Time Batched 12:00 PM Time Sampled 12:45 PM Age: Mm. Sample Mark: 09/23/04 - 46703 Made by JB Date Recd in Lab: Logged in by: Gallons of water added at - Admixture by________________ Specific Location FIRST LIFT 169+80 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested. .• 7 25482 9/30/2004 fl 2.78X3.06 in 8.51 in2 28,820 lbs 3390 psi 23.4 MPa 28. 25483 10/21/2004 LI 3.07X2.95 in 9.061n2 42,700 lbs 4710psi/.32.5MPa, 28 25484 10/21/2004 El 3.04X2.99 in 9.09 in2 38,520 lbs 4240 psi' 29.2 MPa 56 25485 11/18/2004 l - in 1n2 lbs ps 4 ,...-MPa Comments: 28 day test meets specifications. • . . Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39 86 6 123101 Checked by*-, Date: Reviewed b Date: Carlos Acero /01 -670,31 Copies voll City of Carlsbad • Dudek and Associates, Inc OF CALIf Testing Engineers-USL 7895 Convoy Court, Suite 18 ' V E. San Diego, CA 92111 7826 Phone 858 715-5800 Fax (858) 715-5810 NOV 0 8-.2004 REPORT OF COMPRESSION TEST San Sample Group Data Report of HS Grout Cores Measured Specified Placement Date 9/29/2004 Slump (in.) Supplier/Plant HANSON Air Temp (°F) Mix Number 2011501 Mix Temp (OF) Mix Description 6.SSK Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No -1111-1-11Ticket #: Load# 1 Time Batched Time Sampled Age: Mm. Sample Mark: Made by JS Date Rec'd in Lab: Logged in by: Admixture Gallonsof water added at by ... Specific Location SOUND WALL, FINAL LIFT Special Instructions/Remarks RESULTS CORRECTED FOR LID RATIO. Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age .. Tested 20 25707 10/19/2004 E 3.00X5.87 in 7.07 in2 23,040 lbs 3260 psi 22.5 MPa 28 25708 10/27/2004 L 3.00X5.78 in 7.07 in, 21,630 lbs 3030 ps20.9 MPa 28 25709 10/27/2004 fl 3.00X5.80 in 7.07 in 23,500 lbs 3290 psi '22. 510N Comments: ?8Ytes..meSp. i!!co...... Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, C3 Checked by: Date: Reviewed by • Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc E2 t4o. UJ Cr 0. OF 7V Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 [12 8 2004 7325 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST FIE:w CCE Sample Group # 47590 Project Name Rancho Santa Fe North Realignment and Widening Project No 46703 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P.O. # 3190/STPLF-5308 Plan File # PI 300A-0552 Sample Group Data Report of Mortar Cylinders Measured Specified Placement Date 9/22/2004 Slump (in.) Supplier/Plant Job Mix Air Temp (°F) 69 Mix Number Mix Temp (°F) Mix Description Air Content (%) Mix Design 1800 psi 12.4 MPa Unit Weight pcf Specified Strength 1800 psi 12.4 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Min. Sample Mark . Made by Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location STA 172, 2ND LIFT Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Age 7 25511 28 25512 28 25513 56 25514 Comments: 28 Date Discard Dimensions Test Area Max Load Tested 9/29/2004 LI 10/20/2004 El 10/20/2004 Li 11/17/2004 lj meets Compressive Strength 2x4 in 3.14 in 2 . 9,450 lbs 3010 psi 20.7 MPa 2x4 in 3.141n2 10,770 lbs .3430psi 23.6 MPa 2x4 in 3.14in2 10,810 lbs 3440 psi 23.7 MPa 2x4 in 3.14 in lbs psi MPa Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, 617-8 231-01. Checked by: Date: Reviewed by:_________________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc . \ O CT S 2004 Sample Group # 41049 Project No 46703 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Project Name Rancho Santa Fe North Realignment and Widen Prolect Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer . Architect Client P. 0. # 3190/STPLF-5308 Plan File # P1300A-0552 Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Grout Cores 9/2112004 HANSON 2011501 2000 PSI 6.5 SK 2000 psi 13.8 MPa 2000 . psi 13.8 MPa Measured Specified Slump (in.) 9.00 Air Temp (°F) 86 Mix Temp (°F) 83 Air Content (%) Unit Weight pcf Truck No. 427 Ticket#: 711767 Load# 2 Time Batched 2:09 PM Time Sampled 3:30 PM Age: Mm. Sample Mark: Made by JWS Date Recd in Lab: 10/5/2004 Logged in by: Admixture 10 Gallons of water added at START byContractor Specific Location STA 173+55, FIRST LIFT Special Instructions/Remarks NOTE: RESULTS ADJUSTED FOR LiD RATIO. Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 25711 9/28/2004 D 3.00X5.47 in 7.07in2 26,150 lbs 3660 psi 25.2 MPa 28 25712 10/19/2004 J 3.00x5.75 in 7.07 in 28,150 lbs 3940 psi 27.1 MPa 28 25713 10/19/2004 D 3.00x5.69 in 7.07 in2 20,060 lbs 2810 psi 19.4 MPa - CommeAts: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, Checked by: • Date: Reviewed by.*___:: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc I; — .C87O31% • OF 11 U Ve Testing Engineers-USL Pu F/Efl1 ' 7895 Convoy Court, Suite 18 I San Diego, CA 92111 OCT 2 8 2004 1828 Phone (858) 715-5800 Fax (858)715-5810 =511FIEWTIMM REPORT OF COMPRESSION TEST Sample Group # 41044 Project Name Rancho Santa Fe North Realignment and Widening Project No 46703 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P. 0. # 3190/STPLF-5308 Plan File # P1300A-0552 Sample Group Data Report Of Mortar Cylinders Measured Specified Placement Date 9/17/2004 Slump (in.) Supplier/Plant PORTLAND CEMENT TYPE 'S LIME Air Temp (91F) 80 Mix Number SAND Mix Temp (9F) 76 Mix Description S Air Content (%) Mix Design 1800 psi 12.4 MPa Unit Weight pcf Specified Strength 1800 psi 12.4 MPa Truck No. Ticket #: - Sample Mark: 09/17/04 46703 Admixture Specific Location STATION 14 & 45 Special Instructions/Remarks Load # 3 Time Batched 10:00 AM Time Sampled Age: - Made by JW Date Rec'd in Lab: 9/20/2004 Logged in by: - 5 Gallons of water added at BEGIN by_______________ Mm. Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 25277 9/24/2004 2x4 in 3.141n2 9,010 lbs 2870 psi 19.8 MPa 28 25278 10/15/2004 2x4 in 3.14inz 10,830 lbs 3450 psi 23.8 MPa 28 25279 10/15/2004 El 2x4 in 3.14 in2 9,310 lbs 2960 psi 20.4 MPa Comments: 28 day test meets specifications/ Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C3 -867 7, C1231-01. . Checked by: Date: Reviewed by: I C Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL GO CA 7895 Convoy Court, Suite 18 7826 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST NOV 012004 DUEi. E) cCE Sample Group # 47590 Project Name Rancho Santa Fe North Realignment and Widening Project No 46703 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P. 0. # 3190/STPLF-5308 Plan File # PI300A-0552 Sample Group Data Report of Mortar Cylinders Measured Specified Placement Date 9/22/2004 Slump (in.) Supplier/Plant Job Mix Air Temp (°F) 69 Mix Number Mix Temp (°F) Mix Description U Air Content (%) Mix Design 1800 psi 12.4 MPa Unit Weight pcf Specified Strength 1800 psi 12.4 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark Made by Date Rec'd in Lab: Logged in by: Admixture. Gallons of water added at by________________ Specific Location STA 172, 2ND LIFT Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 25511 9/29/2004 LII 2x4 in 3.141n2 9,450 lbs 3010 psi 20.7 MPa 28 25512 10/20/2004. LII 2X4 in 3.141n2 10,770 lbs 3430 psi 23.6 MPa 28 25513 10/20/2004 11J 2x4 in 3.14in2 10,810 lbs 8440 psi 23.7 MPa 56 25514 11/17/2004 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91 C39-86, hecked by: Date: Reviewed b;:________________________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc S cc CZ1,03i 0 033 Cr Testing Engineers-USL (© 7895 Convoy Court, Suite 18 San Diego, CA 92111 . Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST OCT 15 2004 DUDE & ASSOC' . -f' F ci: Sample Group # 41042 Project Name Rancho Santa Fe North Realignment and Widening Project No 46703 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P. 0. # 3190/STPLF-5308 Plan File # P1300A-0552 Sample Group Data Report of Mortar Cylinders Measured Specified Placement Date 9/14/2004 Slump (in.) Supplier/Plant PORTLAND CEMENT/ TYPE 'S' LIME Air Temp (°F) 67 Mix Number Mix Temp (°F) 70 Mix Description Air Content (%) Mix Design. 1800 psi 12.4 MPa Unit Weight pcf Specified Strength 1800 psi 12.4 MPa Truck No. Ticket M. Load # Time Batched 8:00 AM Time Sampled 8:41 AM Age: Mm. Sample Mark: Made by JW Date Rec'd in Lab: 9/16/2004 Logged In by: Admixture 5 Gallons of water added at BEGIN by________________ Specific Location @ 300' FROM LA COSTA AVE (EAST OF LA COSTA) Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 25108 9/21/2004 2x4 in 3.141n2 11,610 lbs 3700 psi 25.5 MPa 28 25109 10/12/2004 LJ 2x4 in 3.14 1n2 18,320 lbs 5830 psr' 40.2 MPa 28 25110 10/12/2004 El 2x4 in 3.141n2 16,350 lbs 5210 psi 35.9 MPa Comments: 28 day test meets specifications. S ESSIo4 I Checked by: ________________________ Date: Reviewed by: Carlos Ace Copies: ro Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, 1231-01. City of Carlsbad Dudek and Associates, Inc ROE )* (t Testing Engineers-USL ECFJED In fA 7895 Convoy Court, Suite 18 S Phone San Diego, CA 92111 OCT 1 4 2004 (858) 715-5800 Fax (858) 715-5810 & ASWO. EIRRIEWTVIM REPORT OF COMPRESSION TEST Sample Group # 45248 Project Name Rancho Santa Fe North Realignment and Widening Project No 46703 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P. 0. # 3190/STPLF-5308 Plan File # P1 300A-0552 Sample Group Data Report of Mortar Cylinders Measured Specified Placement Date 9/13/2004 Slump (in.) Supplier/Plant RCP Air Temp (°F) Mix Number Mix Temp (°F) Mix Description TYPE S, BROWN Air Content (%) Mix Design 1800 psi 12.4 MPa Unit Weight pcf 5 Specified Strength 1800 psi 12.4 MPa Truck No. Ticket #: Load # __ Time Batched Time Sampled Age: Mm. Sample Mark 46703- 09/13/04 - JJ Made by JT Date Recd in Lab: 9/17/2004 Logged in by: Admixture - Gallons of water added at by_________________ Specific Location EITHER SIDE OF PILASTER @ STEP 4 FROM N. END Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 25086 9/20/2004 IJ 2x4 in 3.14 in 12,180 lbs 3880 psi 26.7 MPa 28 25087 10/11/2004 2x4 in 3.14 in 16,160 lbs 5150 psi' 35.5 MPa 28 25088 10/11/2004 J 2x4 in 3.14 1n2 16,470 lbs 5250 psi 36.2 MPa 56 25089 11/8/2004 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C1 1-87,!Q1231_01. 'o ESSIO Al, Checked by: S Date: Reviewed by ES ,, co Copies: Carlos Acero • \ No. 7o31 City of Carlsbad Dudek and Associates, Inc Cr EOI ) USL Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST OCT 1 '4 , 166 DUDE. & A'CC. Sample Group # 41039 Project Name Rancho Santa Fe North Realignment and Widening Project No 46703 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer 0 Architect Client P. 0. # 3190/STPLF-5308 Plan File # P1 300A-0552 Sample Group Data Report of Mortar Cylinders Measured Specified Placement Date 9/10/2004 Slump (in.) Supplier/Plant RIVERSIDE -PORTLAND CEMENT Air Temp (2F) 81 Mix Number TYPE 'S CHEM STAR LIME Mix Temp (9F) 79 Mix Description Air Content (%) Mix Design psi MPa Unit Weight pcf Specified Strength 1800 psi 12.4 MPa Truck No. Ticket #: Load # 2 Time Batched 9:00 AM Time Sampled Age: Mm. Sample Mark: Made by JWS Date Rec'd In Lab: Logged in by: Admixture COLOR 6 Gallons of water added at BEGIN byContractor Specific Location NORTH OF LA COSTA AVE; ON NORTH SIDE OF RANCHO SANTA FE Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested' 7 25032 9/17/2004 El 2x4 in 3.14 in2 12,960 lbs 4130 psi 28.5 MPa 28 25033 10/8/2004 El 2x4 in , 3.14 in2 15,990 lbs 5090 psi 35.1 MPa 28 25034 10/8/2004 El 2x4 in 3.14 in2 15,970 lbs 5090 psi 35.1 MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C -8 '617-87, C1231-01. Checked by: Date:...... Reviewed by: . Carlos Acero 1J NO.C67OSl Copies: ' 0 rn Exp.g130 OJrn City of Carlsbad Dudek and Associates, Inc *\ RCE ENGk i 0' 0 ESTING ENGINEERS - SAN DIEGO, INC. A Bureau Veritas Company - / 7895 Convoy Court, Ste. 18, San Diego, CA, 92111 TELEPHONE: (858) 715-5800 FACSIMILE: (858) 715-5810 Geotechnical, Environmental, and Construction Materials Testing Engineers MASONRY GROUT COMPRESSION TEST CLIENT: City of Carlsbad PROJECT NO.: 38105-089583.30 - PROJECT: Carlsbad-RSF Road Slide LEGACY NO.: REPORT NO.: I ADDRESS: - FIELD ID: 51404 CONTRACTOR: CONTROL NO.: 3260905 SUPPLIER: Superior Carroll Canyon DATE CAST: 09/22/2006 TECHNICIAN: Neal Torstenbo LOCATION: PRIMARY WALL 400' SOUTH OF RSF SLOPE REPAIR - 2NDL LIFT FIELD MIX DATA FIELD TEST DATA CLASS OF GROUT: 2000 PSI IN 28 DAYS SLUMP, INCHES : NR MIX DESCRIPTION: 3/8 Grout 2000 psi PLACEMENT VIA: NR MIX I.D.: 866G WEATHER: NR TICKET NUMBER: 53316 UNIT WT., PCF: NR TRUCK NUMBER: 541 GROUT TEMP., °F: NR BATCH TIME: 12:42 PM AIR TEMP., °F: NR TIME SAMPLED: 01:42 PM ADD. WATER, GBT: NR BATCH SIZE, Cf. : NR ADMIXTURE: NF LABORATORY TEST DATA SPECIMEN AGE DATE WIDTH 1 WIDTH 2 LENGTH AREA TOTAL LOAD COMPRESSIVE STRENGTH TYPE I.D. (DAYS) (IN.) (IN.) (IN.) (SQ. IN.) (POUNDS) (PSI) BREAK A 7 09/29/2006 3.28 2.92 9.58 12,090 1,260 B 28 10/20/2006 3.03 3.35 10.15 25,230 2,490 C 28 10/20/2006 3.25 2.92 9.49 25,830 2,720 Type Break: I-Cone, 2.Cone and Split, 3-Cone and Shear, 4.5hear, 5-Columnar, 6-Unusual Fracture, 7-Unbonded Cap NR = Not Requested NF = Not Furnished GBT = Gallons Before Test * Denotes failure to meet strength specified on delivery ticket ** All dimensions and directions are approximate Remarks: RECEIVED OCT 272006 Copy to: Respec ully sub itted, TEST! G EN I EERS - SAN DIEGO, INC. Carlos A ero,P.E. fW California RCE 67031 Checked by: As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts from our reports is reserved pending written approval. Our reports apply only to the strengths of the test speicmens and not to the in-situ strengths of the members identified in the "location". The results presented in this report pertain only to the specific items tested Report Generation Dale: 1012312006 FIELD TEST DATA FLOW, SEC. : NF PLACEMENT VIA: NR WEATHER: NR GROUT TEMP., °F: 85 AIR TEMP., °F: 80 ADD. WATER, GBT : 30 ADMIXTURE: NF FIELD DATA BY: NR TESTING ENGINEERS - SAN DIEGO, INC. A Bureau Veritas Company 7895 Convoy Court, Ste. 18, San Diego, CA, 92111 TELEPHONE: (858) 715-5800 FACSIMILE: (858) 715-5810 Geotechnical, Environmental, and Construction Materials Testing Engineers REPORT OF GROUT COMPRESSION TEST City Of Carlsbad PROJECT NO.: 38106-089583.01 Rancho Santa Fe Road Slide LEGACY NO.: REPORT NO.: I FIELD ID: a10587 CONTROL NO.: 3259277 Superior Ready Mix DATE CAST: 09/05/2006 Don Huyler SOUTH END 1ST LIFT RETAINING WALL CLIENT: PROJECT: ADDRESS: CONTRACTOR: SUPPLIER: TECHNICIAN: LOCATION:** FIELD MIX DATA CLASS OF GROUT: 2000 PSI IN 28 DAYS MIX DESCRIPTION: GROUT 3/8' MIX I.D.: 8660 TICKET NUMBER: 25501 TRUCK NUMBER: NR BATCH TIME: 12:13 PM TIME SAMPLED: 01:30 PM BATCH SIZE, C. V. : NR LABORATORY TEST DATA SPECIMEN I.D. AGE (DAYS) DATE LENGTH (INCHES) WIDTH (INCHES) AREA (SQ.-IN.) TOTAL LOAD (POUNDS) COMPRESSIVE STRENGTH (Psfl TYPE BREAK A 7 09/12/2006 3.38 2.94 9.94 18,830 1,890 7 B 7 09/12/2006 2.91 3.25 9.46 17,250 1,820 7 C 28 10/03/2006 3.20 2.82 9.02 24,430 2,710 7 D 28 10/03/2006 2.96 3.34 9.89 27,240 2,750 7 E SP 09/05/2006 Type of Break: I-Specimen Acceptable 2-Specimen Manifestly Faulty * Denotes failure to meet strength specified on delivery ticket GBT =Gallons Before Test ** All dimensions and directions are approximate NR = Not Requested NF = Not Furnished Remarks: Copy to: . RespectfuIy submit#d, TESTINq ENG14jERS - SAN DIEGO, INC. Carlos Acero, P.E. ( California RCE 67031 Checked by: r As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts from our reports is reserved pending written approval. Our reports apply only to the strengths of the test speicmens and not to the in-situ strengths of the members identified in the "location". The results presented in this report pertain only to the specific items tested Report Generation Date: 10/5/2006 FIELD MIX DATA CLASS OF GROUT: 2000 PSI IN 28 DAYS MIX DESCRIPTION: GROUT 3/8" MIX I.D.: 8660 TICKET NUMBER: 25501 TRUCK NUMBER: NR BATCH TIME: 12:13 PM TIME SAMPLED: 01:30 PM BATCH SIZE, C. V. : NR FLOW, SEC. : NF PLACEMENT VIA: NR WEATHER: NR GROUT TEMP., °F: 85 AIR TEMP., °F: 80 ADD. WATER, GBT : 30 ADMIXTURE: NF FIELD DATA BY: NR FIELD TEST DATA TESTING ENGINEERS - SAN DIEGO, INC. A Bureau Veritas Company 7895 Convoy Court, Ste. 18, San Diego, CA, 92111 TELEPHONE: (858) 715-5800 FACSIMILE: (858) 715-5810 Geotechnical, Environmental, and Construction Materials Testing Engineers REPORT OF GROUT COMPRESSION TEST CLIENT: PROJECT: ADDRESS: CONTRACTOR: SUPPLIER: TECHNICIAN: LOCATION:** City Of Carlsbad • Rancho Santa Fe Road Slide Superior Ready Mix Don Huyler SOUTH END 1ST LIFT RETAINING WALL PROJECT NO.: 38106-089583.01 LEGACY NO.: REPORT NO.: I FIELD ID: aI0587 CONTROL NO.: 3259277 DATE CAST: 09/05/2006 LABORATORY TEST DATA SPECIMEN I.D. AGE (DAYS) DATE LENGTH (INCHES) WIDTH (INCHES) AREA (SQ. IN.) TOTAL LOAD (POUNDS) COMPRESSIVE STRENGTH (psfl TYPE BREAK A 7 09/12/2006 3.38 2.94 9.94 18,830 1,890 7 00 B 7 09/12/2006 2.91 3.25 9.46 17,250 1,820 7 00 C 28 10/03/2006 3.20 2.82 9.02 24,430 2,710 7 00 D 28 10/03/2006 2.96 3.34 9.89 27,240 2,750 7 00 E SP 09/05/2006 00 Type of l3reak: 1-Specimen Acceptable 2-Specimen Manifestly Faulty * Denotes failure to meet strength specified on delivery ticket GBT = Gallons Before Test *4' All dimensions and directions are approximate NR = Not Requested NF = Not Furnished Remarks: Copy to: Checked by: t vJ RespectfuUy submitikd, TESTINI ENGfr$ERS - SAN DIEGO, INC. Carlos Acero, P.E. California RCE 67031 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property o f clients. Authorization for publication of statements, conclusions or extracts from our reports is reserved pending written approval. Our reports apply only to the strengths of the test spa icmens and not to the in-situ strengths of the members identified in the "location". The results presented in this report pertain Only to the specific items tested Report Generation Date: 101512006 0 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 1826 Phone (858) 715-5800 Fax (858) 715-5810 ____________ REPORT OF COMPRESSION TEST RECEIVED. JAN 10 2006 DUDEK & ASSOC. FIELD OFFICE Sample Group # A10908 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project NO SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Placement Date 11/18/2005 Slump (in.) Supplier/Plant SITE MIX Air Temp (°F) Mix Number Mix Temp (°F) Mix Description. 25 SK 10 GALLONS Air Content (%) Mix Design 2000 psi . 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Measured Specified 74 70 Truck No. Ticket #: Load # Time Batched Time Sampled Sample Mark: 89583111-18-051TB57 Made by LE Date Rec'd in Lab: Admixture Gallons of water added at by__________ Specific Location TIEBACK 57 Special Instructions/Remarks Age: Mm. Logged In by: Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age . Tested 3 36154 11/21/2005 LII 2x4 in 3.14in2 12,740 lbs 4060 psi 28.0 MPa 7 36155 11/25/2005. Li 2x4 in 3.14 in 15,660 lbs 4980 psi 34.3 MPa 28 36156 12/16/2005 LI 2x4 in 3.14in2 15,580 lbs 4960 psi 34.2 MPa 28 36157 12/16/2005 LI . 2x4 in 3.14 in 18,230 lbs .5810 psi 40.0 MPa 56 36158 1/13/2006 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: . Date: Reviewed by: /2 Date:____ Carlos Acero . . Copies: . City of Carlsbad . Dudek & Associates, Inc. Testing Engineers-USL 03 Cn 0 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 _IuII — REPORT OF COMPRESSION TEST Sample Group # Al 0908 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect N 132006 Sample Group Data kl( Report of Grout Cylinders Measured Specified Placement Date 11/18/2005 Slump (in.) Supplier/Plant SITE MIX Air Temp (°F) 74 Mix Number Mix Temp (°F) 70 Mix Description. 25 5K 10 GALLONS Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Sample Mark: 89583111-18-051T657 Made by LE Date Rec'd in Lab: Admixture Gallons of water added at by__________ Specific Location TIEBACK 57 Special Instructions/Remarks - Age: Mm. Logged in by: Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 36154 11/21/2005 11 2x4 in 3.14in2 12,740 lbs 4060 psi 28.0MP.a 7 36155 11/25/2005 LII 2x4 in 3.141n2 15,660 lbs 4980 psi 34.3 MPa 28 36156 12/16/2005 Lj 2x4 in 3.14in2 15,580 lbs 496O psi 34.2 MPa 28 36157 12/16/2005 LI 2x4 in 3.14 in 18,230 lbs 5810 psi 40.0 MPa 56 36158 1/13/2006 IJ 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C6 17-87, C1231-01. Checked by: ' Date: Reviewed by: Carlos Acero • / Copies: City of Carlsbad Dudek & Associates, Inc. Testing Engineers.USL 7895 18 RE Convoy Court, Suite San Diego, CA 92111 E Phone (858) 715-5800 Fax (858) 715-5810 REPORT :FC]E OF COMPRESSION TEST FIELD 0 FI JEL Sa # Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SDI 02125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 11/14/2005 - Slump (in.) PUMPABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number PORTLAND CEMENT Mix Temp (°F) Mix Description JOB MIX . Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: Made by JT Date Rec'd in Lab: 11/16/2005 Logged in by: Admixture Gallons of water added at by Specific Location GROUT SOIL NAIL/TIEBACK AT SOLDIER BEAM #50, 2ND ROW DOWN Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 36091 11/17/2005 2x4 in 3.14 in, 6,550 lbs 2090 psi 14.4 MPa 7 36092 11/21/2005 2x4 in 3.141n2 11,010 lbs 3510 psi 24.2 MPa 28 36093 12/12/2005 2x4 in 3.141n2 16,300 lbs 5190 psi 35.8 MPa 28 36094 12/12/2005 2x4 in 3.14 in 2 12,240 lbs 3400 psi 23.4 MPa 56 36095 1/9/2006 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date:____ Carlos Acero, Copies: City of Carlsbad Dudek & Associates, Inc. 1 RECEIVED Testing Engineers-USL 7895 Convoy Court, Suite 18 [DEC23 2005j San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 CITN'OF CARL SHAD I REPORT OF COMPRESSION TEST ENGINEERING CM&I D DEPARTMENT IVISION Sample Group # A12562 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No 5D102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A RECEIVED Engineer Architect JAN 4 2006 Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 11/14/2005 Slump (in.) PUMPABLE Supplier/Plant PARAGON Air Temp (°F) - Mix Number PORTLAND CEMENT Mix Temp (°F) Mix Description JOB MIX Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pct) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Min. Sample Mark: Made by JT Date Rec'd in Lab: 11116/2005 Logged in by: Admixture Gallons of water added at by_______________ Specific Location GROUT SOIL NAIUTIEBACK AT SOLDIER BEAM #50, 2ND ROW DOWN Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested ' 3 36091 11/17/2005 LII 2x4 in 3.14 in 6,550 lbs 2090 psi 14.4 MPa 7 36092 11/21/2005 Lii 2x4 in. 3.14in2 11,010 lbs 3510 psi 24.2 MPa 28 36093 12/12/2005 LII 2x4 in 3.14 'n2 16,300 lbs 5190 psi 35.8 MPa 28 36094 12/12/2005 LI 2x4 in .3.14 in 12,240 lbs 3400 psi 23.4 MPa 56 36095 1/9/2006 Ij 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P- Date: Carlos Acero Copies: City of Carlsbad Dudek & Associates, Inc. Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Iv DEC 2 8 2005 DUDEK & ASSOC. FIELD OFFICE Sample Group # A12562 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls . Project No S0102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders . Measured Specified Placement Date 11/14/2005 Slump (in.) PUMPABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number PORTLAND CEMENT Mix Temp (°F) Mix Description JOB MIX Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pct) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: Made by JT Date Rec'd in Lab: 11/16/2005 Logged in by: Admixture _Gallons of water added at by_______________ Specific Location GROUT SOIL NAIL/TIEBACK AT SOLDIER BEAM #50, 2ND ROW DOWN Special Instructions/Remarks - Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 36091 11/17/2005 LI 2x4 in 3.14 in 6,550 lbs 2090 psi 14.4 MPa 7 36092 11/21/2005 LI 2x4 in 3.14in2 11,010 lbs 3510 psi . 24.2 MPa 28 36093 12/12/2005 LI 2x4 in 3.14in2 16,300 lbs 5190 psi 35.8 MPa 28 36094 12/12/2005 LI . 2x4 in 3.14 in 12,240 lbs 3400 psi 23.4 MPa 56 36095 1/9/2006. RZ 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by. Date: Reviewed by.-____F- Date: CarlosAcero Copies: City of Carlsbad Dudek & Associates, Inc. Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST RECEIVED JAN — 92006 CITV OF CARLSBAD ENGINEERING DEPARTMENT CM&I DIVISION Sample Group # A12562 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 11/14/2005 Slump (in.) PUMPABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number PORTLAND CEMENT Mix Temp (°F) Mix Description JOB MIX Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: Made by JT Date Rec'd in Lab:• 11/16/2005 Logged in by: Admixture Gallons of water added at by Specific Location GROUT SOIL NAILITIEBACK AT SOLDIER BEAM #50, 2ND ROW DOWN Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load' Compressive Strength Age Tested 3 36091 11/17/2005 2x4 in 3.14 in 6,550 lbs 2090 psi 14.4 MPa 7 36092 11/21/2005 2x4 in 3.141n2 11,010 lbs 3510 psi 24.2 MPa 28 36093 12/12/2005 2x4 in 3.14in2 16,300 lbs 5190 psi 35.8 MPa 28 36094 12/12/2005 2x4 in 3.14in2 12,240 lbs 3400 psi 23.4 MPa 56 36095 1/9/2006 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date:_____ -CarlosAcero ' '. ;4ic:..c: i•. Copies: City of Carlsbad Dudek & Associates, Inc. Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13070 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number . Mix Temp (°F) Mix Description 4:jj4SK-20 GAL P Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength psi MPa Truck No. Ticket #:Load # Time Batched 12:45 PM Time Sampled Age: Mm. Sample Mark: SET #5 Made by ic Date Recd in Lab: Logged in by: Admixture Gallons of water added at by __ Specific Location TB # 5 Special Instructions/Remarks TAKEN FROM HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 5 33956 8/10/2005 2x4 in 3.14 in' 8,620 lbs 7 33957 8/12/2005 2x4 in 3.14in2 12,620 lbs 28 33958 9/2/2005 2x4 in 3.14in2 22,110 lbs 28 33959 9/2/2005 2x4 in 3.14in2 21,400 lbs 56 33960 9/30/2005 / 2x4 in 3.14 in lbs Compressive Strength 2750 psi 18.9 MPa 4020 psi 27.7 MPa 7040 psi 48.5 MPa 6820 psi 47.0 MPa psi MPa Comments:28.dayjestME~etss2fiçtios. . . Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-8 C617 Checked by: Date: Reviewed by:________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc (5 No. G-6703 0 Exp.9I30I2! Testing Engineers-USL 7805 Convoy Court. Suite 18 San Diego, CA92III Phon (858)715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST Sample Group # 45491 Project Name Carlsbad-Aqua DuJ Ce CtConsultrn Project No SD8g583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7112t2005 Slump (in.) FLOW.ABLE Supplier/Plan PARAGON Air Temp CF) Mix Number Mix Temp (OF) Mix Description PORTLAND CBu1ENT Air Content () Mix Design .3000 ...... psi MPa Unit Weigh pcf) Specified Strengt 3000 psi 20.7 MPa Thich No. llcHett: Load 9 lime Satchod lime Sampled Mm. Sample MarI: ?120- GETP2 Made b' JT Ete Rec'd In Lab: Logged In b: dmktire Gafloni ot vteradded at b' Specific Locabon TIE OPCK SpecIal fflfruconiemarHi TAKEN AT TO OVER FLOW Compression Laboratory Data Sample Lab No. Date Ehcard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33227 7/15t2005 0 2x4 Ii 3.14 IV 4,740 txs 1510 pel 10.4 JJP3 7 33228 7/10/2005 0 2x411 3.14 IV 3,000 t' 1270 ps I 8.8 11 Pa 28 33220 89/2005 0 2x4 1b 3.14 lIC 7,060 t 2250 ps I 15.5 UP3 28 33230 8/2005 0 2x411 3.14 tIC 7,720 L's 2400 Ps 18.0 UPa 50 33231 012005 J 2x4 Ik 3.14 liC L's PS UPa Comments: .28davtest es not meet specifications. Sg I Ed ixorcce PS ThcS cl: c3- Ct17-7, C231-C. Checked by: Date: Reveid by: P De: C Carlos Ace ro / Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 1111LIMC911111111 W111111 ZEN REPORT OF COMPRESSION TEST Sample Group # 45491 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout_________ Placement Date 7/12/2005 Supplier/Plant PARAGON Mix Number Mix Description PORTLAND CEMENT Mix Design 3000 psi 20.7 Specified Strength 3000 psi 20.7 Cylinders Measured Specified Slump (in.) FLOWABLE Air Temp (°F) Mix Temp (°F) Air Content (%) MPa Unit Weight (pcf) MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/12/05-89583 SET #2 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TIE BACK #5 Special Instructions/Remarks TAKEN AT TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33227 7/15/2005 2x4 in 3.14 in, 4,740 lbs 1510 psi 10.4 MPa 7 33228 7/19/2005 2x4 in 3.14in2 3,990 lbs 1270 psi 8.8 MPa 28 33229 . 8/9/2005 2x4 in 3.14 in 7,060 lbs 2250psi 15.5 MPa 28 33230 8/9/2005 2x4 in 3.14in2 7,720 lbs 2460 psi 16.9 MPa 56 33231 9/6/2005 2x4 in 3.14 in2 9,160 lbs 2920 psi 20.1 MPa Comments: 28 day test does not meet specifications. 56 day test does not meet 28-da' Sampling and testing conducted in accordance with ASTM Standard designations; C31-91, C39-86, Checked by: A€--Qfr Date:7.Reviewed by:_____ I,? Carlos Acero I Copies: City of Carlsbad Dudek and Associates, Inc ttjVr• 7826 Testing Ecers-USL 7895 Convoy Court. Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT)U:..:.ON TEST Sample Group # 45491 Project Name P ";cct No 5D89583 Project Add ress-JKurtzSlope-Faiiure Gen. Contractor Dudek and Associates, Inc Su-Contrctor NA. Engineer .-- ___.-.-.--.-.... Architect Sample Group Data Placement Date 7/12/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pct) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket if: Load if . Time Batched Time Sampled Age: Mm. Sample Mark: 7/12/05 - 89583 SET #2 Made by ,.- JT Date Recd in Lab: Logged in by: Admixture . _Gallons of water added at -- by______________ Specific Location TIE BACK #5 . Special Instructions/Remarks TAKEN AT TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33227 7/15/2005 Li 2x4 in . 3.14 in 4,740 lbs 1510 psi 10.4 MPa 7 33228 7/19/2005 r 2x4 in 3.14 in2 3,990 lbs 1270 psi 8.8 MPa 28 33229 8/9/2005 2x4 in 3.14in2 lbs psi MPa 28 33230 8/9/2005 fl 2x4 in 3.14in2 lbs . psi MPa 56 33231 9/6/2005 11 2x4 in 3.14in2 lbs psi MPa Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by:_________________ Date: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 8~ 1 0 :v Testing Engineers-USL 78Q5 Convoy Court, Suite 18 San Diego, CA2111 Phon (858)715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST AUG2 ) 2005 L................ Sample Group # . 45484 Project Name Carlsbad-AuaDulceCtConsun Project No SD8Q583 Project Address Ku.rtz. S lope F a U tire Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11t2005 Slump (in.) FLOWABLE Supplier/Plan PARAGON Air Temp (F) Mix Number Mix Temp F) Mix Description PORTLAND ,Sv1ENT Pr Content (%) Mix Design 3000 psi 20.7 MPa Unit Weigh pcf) Specified Strengt 3000 psi 20.7 MPa ThicH No. 11'ThetN: Load 9 lime Etthed Time Sampled e: PAIn. Sample Mar11: 7f11A45:3- SET3 Made b JT Cute Rec'd In Lab: Logged In b: mktirs Gallon of vater added at b' Specific Localion TIE BPCK Special In ilructon IRem ark ' -TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date cicard Dimensions Test Area Max Load Compressive Strength /e Tested 3 33202 7/14/2005 E 2x4 11 3.14 11, 11.670 ts 3720 çi 25.6 PAPa 7 33203 7/18/2005 D 2x4 It 3.14 I 11,600 b 3690 ps I 25.4 PAPa 28 33204 8/2005 D 2x4 It 3.14 It, 17,340 t)s 5520 p4l 38.0 PA Pa 28 33205 8/2005' E 2x4 It 3.14 i 20,470 t 6520 P9 44.9 PAPa 58 33208 9/5/2005 0 2x4 It 3.14 i' I PAPa Comments: 28 day test meets specifications. SrfiM cEE 2CCCC AS sx.s: C31-O, C3G- C07-67, C723'-0. Checked by: Date: Re vie iid by: P LS Carlos Acero Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA2111 Phon (58)715-5800 Fax 58)715-5810 REPORT OF COMPRESSION TEST AUG 2, 2005 Sample Group # 45482 Project Name CarIsbad - Aua Dulce CtConultinQ Project No SD89583 Project Address Ku rtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 Slump (in.) FLOWABLE Supplier/Plan PARAGON Air Temp F) Mix Number Mix Temp CF) Mix Description ,PORTLNAD CFT Air Content () Mix Design 3000psi 20.7 MPa Unit Weigh pcf) Specified Strengt 3000 psi 20.7 MPa liucH No llcKst: Load 9 Time 13atchod Time Sampled e: Min. Sample MarH: iios-s•r I Made b iT Ete Re'd In Lab: Logged In b: dmfflure Gallon t of vter added at Specific Location TIE OIK Special InutructIon uRem arHu TAKEN AT P up Compression Laboratory Data Sample Lab No. Date Elicard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33212 7/14t2005 0 2x4 Ik 3.14 lec 10,170 U 3210 ps l 22.3 UPa 7 33213 7/18/2005 0 2x411 3.14 IV 14,160 Ibc 4510 rl 31.1 LlPa 28 33214 8/8/2005 0 2x4 11 3.14 IV 14.370 tis 1580 PSI 31.8 LFa 28 33215 8/8/2005 0 2>4 lk 3.14 IV 17.030 U 5420 çl 37.3 PA Pa 56 33216 9/5t2005 J5 2>4 lb 3.14 IV Ibs psi PA Pa Comments: 28 day test meets specifications. SW*" ac! ig 1d! acwc A711qS C3 -01, C3"A CU' 7-87, C23 -. Checked by: De: Reviewed by: De: Carlos Acero copleu: Testing Engineers-USL r '7895 Convoy Court. Suite 18 \ I San Diego, CAQ2III Phon (858)715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST Sample Group # 45483 Project Name CarIsbad-AuaDulceCtConsuItin Project No SD8583 Project Address rtz Failure Gen. Contractor Dudek and Associates. Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11t2005 Slump (in.) FLOWASLE Supplier/Plan PARAGON Air Temp (F) Mix Number Mix Temp (F) Mix Description PORTLAND CBu1ENT /ir Content () Mix Design .Q° ...... psi MPa Unit Weigh (Pcf) . --------- Specified Strengt 3000 psi 20.7 MPa Tnjch No. 11cHet: Load 9 Time EtIied Time Sampled e: Mm. Sample Marli: 7f11,054- GET Made .IT Date Reed In Lab: Logged In b': dmIttire -. -. -.-.-.-.--.-.-. -.-. - -•- Gallon of vter added at b Specilic Location TIE 5Il< special InitructIonilRomM TAKEN AT TH OVER FLOW Compression Laboratory Data Sample Lab No. Date Lucard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33177 7/14/2005 0 2x4 lb 3.14 Ii' 2,370 t's 750 ps I 5.2 MPa 7 33178 7/18t2005 0 2x4 Ik 3.14 IV 4,710 b 1500 PSI 10.3 UPa 28 33179 8/8/2005 0 2x4 11 3.14 IV 8,670 U 2760 pl 10.0 PJP2 28 33180 8/8/2005 2x4 lk 3.14 IV 8.850 t 2820 pis I 10.4 UP2 56 33181 0/5/2005 2x4 Ik 3.14 IV b5 Pei UPa Comments: •2.8dv test does not meet specifications. 52 wi st cLi AS7TLS I?.s: C3"A C07-87. C23-0. 27 Checked by: De:_ Revewed by: 7 C a rl os Ace ro I h-" Testing Engineers-USL 13 2 2005 78Q5 Convoy Court, Suite 18 J1 J San Diego, CAO2III DuoEK&A - Y-na Phon (858)715-5800 Fax (858) 715-58 10JPJF~ REPORT OF COMPRESSION TEST Sample Group # 45485 Project Name Carlsbad-Aqua Dulce Ct Consulting Project No 8D80583 Project Address KurSlope Failure Gen. Contractor Dudek and Ass or Associates. Inc .Sub-Contract N/A Engineer Architect Sample Group Data Report of (rout Cylinders Measured Specified Placement Date 711112005 Slump (in.) FLOWABLE Supplier/Plan PARAGON Air Temp CF) Mix Number Mix Temp (OF) Mix Description PORTLAND CEMENT Par Content () Mix Design 3000 psi 20.7 MPa Unit Weigh (pcf) Specified Strengt 3000 psi 20.7 MPa iTucH No. llcHst: Load Time EtcIied limo Sampled e: - Mm. Sample Mar11: MU64NSM GET Made b" JT Date Rec'd in Lab: Logged in b: Admiluro Gallon of vteradded at b" Specific Location TIE BAC Special In 1frtJc1JOflIRelT11flH -TAKEN AT TO OVER FLOW Compression Laboratory Data Sample Lab No. Date Elicani Dimensions Test Area Max Load Compressive Strength Age Tested 3 33107 7/1412005 [] 2x4 Ik 3.14 IV 4,010 Ix 1570 pl 10.8 UPa 7 33108 7/1812005 J 2x4 lk 3.14 IV 8,540 11:6 2720 pi 18.7 UPa 28 33100 81812005 E 2x4 lk 3.14 IV 14,100 lbs 1620 Pz 1 31.1 UP3 28 33200 81812005 fl 2>4 lb 3.14 lil 13.270 lbs 4230 pol 20.1 LIPa 58 33201 0/512005 J 2XA lb 3.14h tX çi UPa Comments: 28datest meets specifications. d LMIfig cE ROMMlifiW WPA7MS 9t: c3-0, Co 7-67, C2 -0. Checked by: Date: Reviewed by: C Carlos Acero copmsi: Testing Engineers-USL 78G5 Convoy Court, Suite 18 San Diego, CA92III Phon 58)715-5800 Fax (58)715.5810 REPORT OF COMPRESSION TEST TT 2005 AUG 2 L_-Q :-- Sample Group # 45,483 Project Name CarIsbad - Aua Dulce Ct Consulting Project No 3D89583 Fail Project Address KurSIope ure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/1112005 Slump (in.) FLOWABLE Supplier/Plan PARAGON Air Temp CE) Mix Number Mix Temp CE) Mix Description PORTLAND CBu1ENT Air Content () Mix Design 3000 psi 20.7 MPa Unit Weigh (pcf) Specified Strengt 3000 psi 20.7 MPa Thich No 1lcket: Lod N lime Bstched lime Sampled e: MIn. sample Maui: 7/11.cJ5-3- SET2 Made b JT Ete Rec'd In Lab: Logged In b: 1mItJre GaIIoniot v,teraddedat b Specific Locallon TIE SAC K#3 Special In ifruclion iRem 21111 -TAKEN AT J.8 OVER F LOI(U Compression Laboratory Data Sample Lab No. Date £Ican1 Dimensions Test area Max Load Compressive Strength Age Tested 3 33207 7/1412005 El 2x4 1b 3.14 IV 7,420 t 2360 ps I 16.3 UP3 7 33208 7/1812005 fl 2x4 lb 3.14 lIt 4,000 L's 1270 psI 8.8 UPa 28 33200 81812005 0 2x411 3.14 IV 14,410 L's 4500 psl 31.6 UPa 28 33210 8/812005 El 2x4 3.14 IV 13,020 L's 4430 ps1 30.5 UPa 56 33211 0/512005 0 2x4 lb 3.14 lIt L's psl UPa Comments: 28daytest meets specifications. d t51u9 c?cM? a'x.'re WVA7MS 9t's: c31-1, C:3"a COI 7- C2-O'. Checked by: Date: Re vie wed by: L- Carlos Acero coplei: Testing Engineers-USL 7805 Convoy Court, Suite 18 San Diego, CA 92111 P h o n (858)715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST r 2005 Sample Group # 45488 Project Name CarLsbad-AuaDuIceCtConsuIting Project No sD89583 Project Address Kur' S lope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 Slump (in.) FLOWABLE Supplier/Plan PARAGON PJr Temp CF) Mix Number Mix Temp (7F) Mix Description PORTLAND CBUIENT Pr Content () Mix Design .Q° ...... psi MPa Unit Weigh (c) Specified Strengt 3000 psi 20.7 MPa iTuck No. ThHst: Load N Time 13atched Time Sampled age: Mm. Sample Mark: SE? Made b iT Lete Rec'd In Lab: Logged in b: AdmltJre Gallon of v.iteradded at b'* Specific Location TIE HACK . Special biiiruciion,i'Rsmarlii -TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date E4icard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33182 7/1412005 0 2>4 11 3.14 IV 6,000 bs 1910l 13.2 PJPa 7 33183 7/1812005 0 2x4 Ii 3.14 IV 7,410 t 2380 pl 18.3 UPa 28 33184 81812005 0 2x4 lb 3.14 lk 13,420 t'3 4270 p6l 20.4 UP3 28 33185 81812005 0 2x4 lb 3.14 lb' 13,440 b 4280 Psi 20.5 UPa 58 33186 915t2005 J 2x4 1E 3.14 lbc IIX pl UPa Comments: 28 day test meets specffictions. d sMg c11 xce ct' A7M c9tcs C3-O, MnA C017-37, C2-0. Checked by: Date._ Reviewed by:__________ Carlos Acero Date: cople : Testing Engineers-USL in Cn 7895 Convoy Court, Suite 18 EAUG 2 2005 San Diego, CA 92111 '82 Phone (858) 715-5800 Fax (858) 715-5810 FIELD REPORT OF COMPRESSION TEST Sample Group # 45487 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 Slump (in.) FLOWABLE. Supplier/Plant PARAGON Air Temp (2F) Mix Number Mix Temp (2F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/11/05- 89583 SET #6 - Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by__________ Specific Location TIE BACK # 7 Special Instructions/Remarks TAKEN AT TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33187 7/14/2005 II 2x4 in 3.14in2 2,300 lbs 730 psi 5.0 MPa 7 33188 7/18/2005 U 2x4 in 3.141n2 3,510 lbs 1120 psi 7.7 MPa 28 33189 8/8/2005 U 2x4 in 3.14in2 5,220 lbs 1660 psi 11.4 MPa 28 33.190 8/8/2005 LI 2x4 in 3.14in2 5,690 lbs 1810 psi 12.5 MPa 56 33191 9/5/2005 LI 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test does not meet specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: )' Date: Carlos Acero Copies: Testing Engineers-USL. R C E I V E D 7895 Convoy Court, Suite 18 San Diego, CA 92111 SEP - 1829 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST C[fl' tW C U ENGINEER'; T\1ENT rAb S am Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect SEP1 2005 p' Sample Group Data LiuE Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (2F) Mix Number Mix Temp (2F) Mix Description PORTLAND CMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: _Min. Sample Mark: 7/11/05-89583 SET Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by_________________ Specific Location TIE BACK #7 Special Instructions/Remarks TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested I1 in in2 lbs psi MPa 3 33192 7/14/2005 LI 2x4 in 3.14 in2 8,290 lbs 2640 psi 18.2 MPa 7 33193 7/18/2005 LI 2x4 in 3.14 in2 10,520 lbs 3350 psi 23.1 MPa 28 33194 8/8/2005 LI 2x4 in 3.14 in2 11,700 lbs 3730 psi 25.7 MPa 28 33195 8/8/2005 LI 2x4 in 3.14 in2 18,730 lbs 5960 psi 41.1 MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date: -12— Carlos Acero Copies: LI Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 momc-NIIIIII W-11 ____ REPORT OF COMPRESSION TEST Sample Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD8958'-. Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer • Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (2F) Mix Number Mix Temp (5F) Mix Description PORTLAND CMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/11/05-89583 SET 5 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TIE BACK #7 Special Instructions/Remarks TAKEN AT-PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested in in2 lbs psi MPa 3 33192 7/14/2005 Li 2x4 in 3.14in2 8,290 lbs 2640 psi 18.2 MPa 7 33193 7/18/2005 LI 2x4 in 3.14 in2 10,520 lbs 3350 psi 23.1 MPa 28 33194 8/8/2005 LI 2x4 in 3.14in2 11,700 lbs 3730 psi 25.7 MPa 28 33195 8/8/2005 Li 2x4 in 3j4 i2 18,730 lbs 5960 psi 41.1 MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. - Checked by: - Date: Reviewed by: Date: 17 — Carlos Acero Copies: /c Testing Engineers-USL fo 7895 Convoy Court, Suite 18 San Diego, CA 92111 1826 Phone (858) 715-5800 Fax (858) 715-5810 — I UI1 REPORT OF COMPRESSION TEST Sample Group # 45489 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 -- Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 - Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight '(pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: ' Mm. Sample Mark: 7/11/05-89583- SET #8 - Made by JT Date Recd in Lab: Logged in by: Admixture -- Gallons of water added at by___________ Specific Location TIE BACK #6 Special Instructions/Remarks TAKEN AT TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33177 7/14/2005 F. 2x4 in 3.141n2 2,370 lbs 750 psi 5.2 MPa 7 33178 7/18/2005 2x4 in 3.14 in' 4,710 lbs 1500 psi 10.3 MPa 28 33179 8/8/2005 ' 2x4 in 3.14 in2 8,670 lbs 2760 psi 19.0 MPa 28 33180 ' 8/8/2005 2x4 in 3.14 in2 8,850 lbs 2820 psi 19.4 MPa 56 33181 9/5/2005 'H 2x4 in 3,14 in2 11,340 lbs 3610 psi 24.9 MPa Comments: 28 day test does not meet specifications. 56 day test meets2 ficat Sampling and testing conducted i accordance with ASTM Standard designations.' C31-91, C39-8d C61 C1231-01. Checked by: Date:iTS Reviewed by: _ Carlos Acero No. C-67031 Exp. 3/30/0 Copies: City of Carlsbad . Dudek and Associates, Inc Testing Engineers-USL DO cn 7895 Convoy Court, Suite 18 San Diego, CA 92111 182 Phone (858) 715-5800 Fax (858) 715-5810 WTIVEYM REPORT OF COMPRESSION TEST Sample Group # 45487 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc . Sub-Contractor N/A Engineer Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT * Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 - psi 207 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/11/05-89583 SET #6 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by_________________ Specific Location TIE BACK # 7 Special Instructions/Remarks TAKEN AT TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3. 33187 7/14/2005 1 2x4 in 3.14 in, 2,300 lbs 730 psi 5.0 MPa 7 33188 7/18/2005 2x4 in 3.14 in, . 3,510 lbs 1120 psi 7.7 MPa 28 33189 8/8/2005 2x4 in . 3.14 in, 5,220 lbs 1660 psi 11.4 MPa 28 33190 8/8/2005 j 2x4 in . 3.14 in, 5,690 lbs 1810 psi . 12.5 MPa 56 33191 9/5/2005 H 2x4 in 3.14 in, 7,320 lbs 2330 psi 16.1 MPa Comments: 28 day test does not meet specifications. 56y test does not meet Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C. Checked by: '?-,QQJ.i( Date:ct4ocReviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc ions. 747. C1231-01. çOFESSI0 ,VLNES?b EIr. No. C-67031 r. Cr ITI Exp.9/30/ Truck No. Ticket #: Sample Mark: 6/27/05-89583,SET 2 Admixture Specific Location TIEBACK #13 Special Instructions/Remarks SAMPLE TAKEN AT TIE BACK Load # Time Batched Time Sampled Age: Mm. Made by JT Date Recd in Lab: Logged in by: Gallons of water added at by________________ v_uv. Testing Engineers-USL 7895 Convoy Court, Suite 18 c-'Azi- San Diego, CA92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 0 REPORT OF COMPRESSION TEST 2005- Sample Group #-45463 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583'-J Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer -------- -- Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 6/27/2005 Slump (in.) FLOWABLE Supplier/Plant PARSON BUILDING PRODUCTS Air Temp (2F) Mix Number PORTLAND CEMENT Mix Temp (2F) Mix Description Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa - Sample Lab No. Age 3 32825 8 32826 28 32827 28 32828 56 32829 Compression Laboratory Data Date Discard Dimensions Test Area Max Load Tested 6/30/2005 LI 7/5/2005 LI 7/25/2005 Li 7/25/2005 LI 8/22/2005 (j Compressive Strength 2x4 in 3.14 in2 6,410 lbs 2040 psi 14.1 MPa 2x4 in 3.14 in2 8,530 lbs 2720 psi 18.7 MPa 2x4 in 3.14 in2 11,970 lbs 3810 psi 26.3 MPa 2x4 in 3.14 in2 8,910 lbs 2840 psi 19.6 MPa 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: F 1-S Date: &/i - Carlos Acero Coøies: Truck No. Ticket #: Sample Mark: 6/27/05-89583,SET 2 Admixture Specific Location TIE BACK #13 Special instructions/Remarks SAMPLE TAKEN AT TIE BACK Load # Time Batched Time Sampled Age: - Made by JT Date Recd in Lab: Logged in by: - -Gallons of water added at by________________ Mm. Testing Engineers-USL 2005 7895 Convoy Court, Suite 18 SEP 1 San Diego, CA 92111 1828 0 CITY SIIAD Phone (858) 715-5800 Fax (858) 715-5810 F'.CPI; REPORT OF COMPRESSION TEST Sample Group # 45463 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A U 4 ; Engineer - Architect SEP 1 52005 Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Grout Cylinders Measured Specified 6/27/2005 Slump (in.) FLOWABLE PARSON BUILDING PRODUCTS Air Temp (2F) PORTLAND CEMENT Mix Temp (2F) Air Content (%) 3000 psi 20.7 MPa Unit Weight (pcf) 3000 psi 20.7 MPa Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 32825 6/30/2005 fl 2x4 in 3.14 in2 6,410 lbs 2040 psi 14.1 MPa 8 32826 7/5/2005 LI 2x4 in 3.14 in2 8,530 lbs 2720 psi 18.7 MPa 28 32827 7/25/2005 EJ 2x4 in 3.141n2 11,970 lbs 3810 psi 26.3 MPa 28 32828 7/25/2005 [I 2x41n 3.14 in2 8,910 lbs 2840 psi 19.6 MPa 56 32829 .8/22/2005 EVI 2x41n 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: f S Date: &/i ell Carlos Acero Copies: I 1 Testing Engineers-USL 7895 Convoy Court, Suite 18 pjG 2 2005 San Diego, CA 92111 7825 rJDL Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST ' Sample Group # 45461 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer - Architect Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 6/24/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PROD Air Temp (°F) Mix Number PORTLAND CEMENT Mix Temp Mix Description Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 6/24/05-89583 SET #2 Made by JT Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location SAMPLE TAKEN AT TIE BACK /#14 ROW #1 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 32768 6/27/2005 2x4 in 3.14 in, 8,840 lbs 2820 psi 19.4 MPa 7 32769 7/1/2005 . 2x4 in 3.14 in, 8,860 lbs 2820 psi 19.4 MPa 28 32770 7/22/2005 2x4 in 3.14 in' 10,130 lbs 3230 psi 22.3 MPa 28 32771 7/22/2005 2x4 in 3.14 in' 12,730 lbs 4050 psi 27.9 MPa 56 32772 8/19/2005 / 2x4 in 3.14 in lbs psi MPa Comments: 28 da test meet Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-8 C61 C1231-01. OFESSIO Checked by: Date: Reviewed by: S Carlos Acero I O. . Copies: rl City of Carlsbad Dudek and Associates, Inc * Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST 4 - Sample Group # 51056 Project Name Carlsbad- Agua Dulce Ct Consulting-Ms Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A RECEIVEr Engineer Architect itM 1 0 2nft1: Sample Group Data FIELD OFFICE Report of HS Grout Cylinders Measured Specified Placement Date 11/18/2005 Slump (in.) Supplier/Plant SITE MIX Air Temp (°F) Mix Number Mix Temp (°F) Mix Description Air Content (%) S Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: - Mm. Sample Mark: Made by LE Date Rec'd in Lab: Logged in by: Admixture, _Gallons of water added at by________________ Specific Location TIEBACK 55 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. , Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 36149 11/21/2005 2x4 in 3.14in2 20,000 lbs 6370 psi 43.9 MPa 7 36150 11/25/2005 LII 2x4 in 3.14 in2 25,250 lbs 8040 psi 55.4 MPa 28 36151 12/16/2005 El 2x4 in 3.141n2 30,630 lbs 9750 psi 67.2 MPa 28 36152 12/16/2005 El 2x4 in 3.14in2 30,270 lbs 9640 psi 66.4 MPa 56 36153 1/13/2006 J 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: Date: CarlosAcero Copies: City of Carlsbad - Dudek & Associates, Inc. V~u VIP tu Testing Engineers-USL FDLI CEW 7895 Convoy Court, Suite 18 San Diego, CA921117826 4 Phone (858) 715-5800 Fax (858) 715-5810 DEK & ASSOC. REPORT OF COMPRESSION TEST FIELD ~E OFFlC_ Sample Group # 51056 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 11/18/2005 Slump (in.) Supplier/Plant SITE MIX Air Temp (°F) Mix Number Mix Temp (°F) Mix Description Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: Made by LE Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TIEBACK 55 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 36149 11/21/2005 E-1 2x4 in 3.141n2 20,000 lbs 6370 psi 43.9 MPa 7 36150 11/25/2005 LI 2x4 in 3.14 in 25,250 lbs. 8040 psi 55.4 MPa 28 36151 12/16/2005 U 2x4 in 3.141n2 30,630 lbs 9750 psi 67.2 MPa 28 36152 12/16/2005 LI 2x4 in 3.14in2 30,270 lbs 9640 psi 66.4 MPa 56 36153 1/13/2006 Ij 2X4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-0 1 . Checked by: Date: Reviewed by:_______________ Date:____ Carlos Acero Copies: City of Carlsbad Dudek & Associates, Inc. fj V 4t- \ Testing Engineers-USL On en 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST RECEIVED [DEC 222005 CIT\ OF CARLSBAD ENGINEERING DEPARTMENT CM&I DIVISION Sample Group # Al 0907 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A P RECEVED Engineer Architect . .. Sample Group Data UULJR L FIELD OFFICE Report of HS Grout Cylinders Measured Specified Placement Date 11/17/2005 Slump (in.) Supplier/Plant JOB MIX Air Temp (°F) Mix Number Mix Temp (°F) 70 Mix Description 2 SACK, 10 GAL Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched 11:00 AM Time Sampled 11:20 AM Age: Mm. Sample Mark: 11-17-05 Made by LE Date Rec'd in Lab: ' Logged in by: Admixture Gallons of water added at by Specific Location TIEBACK #56 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 36144 11/21/2005 Li 2x4 in 3.141n2 12,400 lbs 3950 psi 27.2 MPa 7 36145 11/24/2005 LII 2x4 in 3.14 in 17,500 lbs 5570 psi 38.4 MPa 28 36146 12/15/2005 LI 2x4 in 3.14in2 22,510 lbs 7170 psi 49.4 MPa 28 36147 12/15/2005 LI 2x4 in 3.141n2 20,750 lbs 6610 psi 45.5 MPa 56 36148 1/12/2006 Ii 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: - - Date: Reviewed by: -P - J' Date: Carlos Acero ., Copies: City of Carlsbad Dudek & Associates, Inc. 14 c .' u v Testing Engineers-USL 03 7895 Convoy Court, Suite 18 San Diego, CA 92111 / DEC 2.9 JS Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST UDEK L___.0 Sam 7 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No 5D102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 11/17/2005 Slump (in.) Supplier/Plant JOB MIX Air Temp (°F) Mix Number Mix Temp (°F) 70 Mix Description 2 SACK, 10 GAL Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. --ticket #. — Load # -Time Batched 11:00 AM Time Sampled 11:20 AM Age: Mm. Sample Mark: 11-17-05 - -- - -, Made by - LE Date Rec'd in Lab: - Logged in by: Admixture '- -. - -- - --- _Gallons of water added at by_______________ Specific Location TIEBACK #56 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 36144 11/21/2005 Li 2x4 in 3.14 i.-,2 12,400'lbs 3950 psi 27.2MPa 7 36145 11/24/2005 Li 2x4 in 3.141n2 17,500 lbs 5570 psi 38.4 MPa 28 36146 12/15/2005 Lii 2x4 in 3.141n2 22,510 lbs 7170 psi 49.4 MPa 28 36147 12/15/2005 [1 2x4 in 3.141n2 20,750 lbs 6610 psi 45.5 MPa 56 36148 1/12/2006 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meetsspecifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C61787, C1231-01. Checked by Date Reviewed by._-' Date - — ------ CarlosAcero •••,c-. •- .- - - -- --• - -...--- - - - Copies: City of Carlsbad Dudek & Associates, Inc. 89583 6, A-Axis 316.16 El 0 5 10• 15 ID - a, C . 20 0. a, 25 895836 B-Axis 10 15 CD 20 CL - 25 286.16E130 J. .30• Stressed 35 on 10-5-05 35 6/2912005 1 6/2912005 8/24/2005 - 8/2412005 9/23/2005 9123/2005 10/10/2005 . 10/10/2005 1. - 1 1012412005! 1 10/24/2005 40 401 ....... -1.00 -0.50 0.00. 0.50 1.00 •. -1.00 -0.50 0.00 0.50 1.00 Cumulative Displacement (in) from 6/10/2005 Cumulative Displacement (in) from 6/10/2005 RECEIVEE 1 8 ;;• 2005 NOV 1 8 2005 _ DUDEK & ASSOC FIELD OFFICE Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 San Diego, CA 92111 Tel: (858) 715-5800 Fax: (858) 715-5810 Title: Inclinometer Survey Project: RSF Phase -2 - Road Slide Drwn: Contract No: D.D.M 89583 Date: November 11, 2005 Figure No: TE-1.6 * 4 Testing Engineers-USL T9, ECJV1ED DO GO 0 7895 Convoy Court, Suite 18 ., San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-581 Of iwv 28 2005 -: REPORT OF COMPRESSION TEST ('TV OF c,,u.SIAi) F ENGINEERING )H 1ATMENT Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A RECEIVED I' Engineer Architect j DEC 0 :6 2005 . f DUDEK&ASS Sample Group Data L___FIELD OFFICJ Report of HS Grout Cylinders Measured Specified Placement Date 10/14/2005 Slump (in.) Supplier/Plant PARAGON BLDG MATL Air Temp (°F) Mix Number 4-1 RATIO Mix Temp (°F) Mix Description Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 9:10AM Age: - Mm. Sample Mark: 89583/10-14-05/SOLDIER BEAM Made by RC Date Rec'd in Lab: 10/17/2005 Logged In by: - Admixture Gallons of water added at by Specific Location BETWEEN SOLDIER BEAMS #51-52 WALER Special Instructions/Remarks SAMPLES TAKEN © HOPPER - - Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35569 10/17/2005 LI 2x4 in 3.141n2 16,310 lbs 5190 psi 35.8 MPa 7 35570 10/21/2005 LII 2x4 in 3.141n2 19,530 lbs 6220 psi 42.9 MPa 28 35571 11/11/2005 Li 2x4 in 3.141n2 25,350 lbs 8070 psi 55.6 MPa 28 35572 11/11/2005 LI 2x4 in 3.14in2 27,140 lbs 8640 psi 59.5 MPa 56 35573 12/9/2005 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: EP Date: Carlos Acero Copies: City of Carlsbad Dudek & Associates, Inc. JIV\ . Testing Engineers-USL GO CA 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST RECEIVED DEC .O 6 2005 DUDEK & ASSOC. Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 10/14/2005 Slump (in.) Supplier/Plant PARAGON BLDG MATL Air Temp (°F) Mix Number 4-1 RATIO Mix Temp (°F) Mix Description ________________________________ Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa * Truck No. Ticket #: Load # Time Batched . Time Sampled 10:50 AM Age: Mm. Sample Mark: 2ND 89583/10-14-05/SB #63 Made by RC Date Rec'd in Lab: 10/17/2005 Logged in by: Admixture _Gallons of water added at by____________ Specific Location BETWEEN SOLDIER BEAMS #63 WALER Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35574 10/17/2005 LI 2x4 in 3.14in2 13,850 lbs 4410 psi 30.4 MPa 7 35575 10/21/2005 C] 2x4 in 3.14 in 16,410 lbs . 5230 psi 36.0 MPa 28 35576 11/11/2005 C] 2x4 in 3.14 in 22,870 lbs 7280 psi 50.2 MPa 28 35577 11/11/2005 C] 2x4 in 3.14in2 21,780 lbs 6940 psi 47.8 MPa 56 35578 12/9/2005 We 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: /?. -S Date:J4L Carlos Acero Copies: City of Carlsbad Dudek & Associates, Inc. I Testing Engineers-USL 03 GO 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST DEC, O°620 F/e Ass Sample Group # A14364 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength HS Grout Cylinders 10/14/2005 Slump PARAGON BLDG MATL Air Temp 4-1 RATIO Mix Temp Air Content 2000 psi 13.8 MPa Unit Weight 2000 psi 13.8 MPa Measured Specified (in.) (°F) (°F) (%) (pct) Truck No. Ticket #: Load # Time Batched Time Sampled 1:00 PM Age: Mm. Sample Mark: 3RD 89583110-14-05/SB #55 Made by RC Date Rec'd in Lab: 10/17/2005 Logged in by: Admixture Gallons of water added at by Specific Location SOLDIER BEAMS #55 Special Instructions/Remarks SAMPLES @ HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35579 10/17/2005 l 2x4 in 3.14 in 6,380 lbs 2030 psi 14.0 MPa 7 35580 10/21/2005 2x4 in 3.14in2 8,720 lbs 2780 psi 19.2 MPa 28 35581 11/11/2005 LI 2x4 in 3.14 in 15,080 lbs 4800 psi 33.1 MPa 28 35582 11/11/2005 El 2x4 in 3.14 in 12,120 lbs 3860 psi 26.6 MPa 56 35583 12/9/2005 RV 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. ,..- Checked by: Date: Reviewed by: P- Date: Carlos Acero Copies: City of Carlsbad Dudek & Associates, Inc. 0 u V '46 1.0n 7826 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST —mi Sam I Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 10/14/2005 Slump (in.) Supplier/Plant PARAGON BLDG MATL Air Temp (°F) Mix Number 4-1 RATIO Mix Temp (°F) Mix Description Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pct) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 3:50 PM Age: Mm. Sample Mark: 4TH 89563/1 0-14-05/SB #57 Made by RC Date Rec'd in Lab: 10/17/2005 Logged in by: Admixture Gallons of water added at by________________ Specific Location SOLDIER BEAM #57 ' Special Instructions/Remarks SAMPLES © HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions' Test Area Max Load Compressive Strength Age Tested 3 35584 10/17/2005 FJ 2x4 in 3.14 in 11,110 lbs 3540 psi 24.4 MPa 7 35585 10/21/2005 LI 2x4 in 3.14 in 11,740 lbs 3740 psi 25.8 MPa 28 35586 11/11/2005 LI 2x4 in 3.141n2 19,920 lbs 6340 psi 43.7 MPa 28 35587 11/11/2005 LI 2x4 in 3.14in2 19,830 lbs 6320 psi 43.5 MPa 56 35588 12/9/2005 J 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P * Date:____ Carlos Acero Copies: City of Carlsbad ' Dudek & Associates, Inc. ' Arc Testing Engineers-USL Cn a- ) 7895 Convoy Court, Suite 18 Nov7826 o 02 2005 San Diego, CA 92111 0 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST LDUDEK Sample Group # 40858 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contra4or Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/28/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pct) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: — Mm. Sample Mark: 9-28/8958311B#60/SAMPLES#1-5 Made by JC Date Rec'd in Lab: 9/29/2005 Logged in by: Admixture Gallons of water added at by______________ Specific Location TB #60 Special Instructions/Remarks SAMPLED @ HOPPER/4 94 LB BAGS CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 35293 10/3/2005 fl 2x4 in 3.14 in 10,320 lbs 3290 psi 22.7 MPa 7 35297 10/5/2005 fl 2x4 in 3.14 in 11,650 lbs 3710 psi 25.6 MPa 28 35295 10/26/2005 L 2x4 in 3.14 in 15,230 lbs 4850 psi 33.4 MPa 28 35296 10/26/2005 Lii 2x4 in 3.14 in 17,890 lbs 5700 psi 39.3 MPa 56 35294 11/23/2005 1 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:.. Reviewed by.-------,P Date: f — Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc jar Testing Engineers-USL Waco 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 40859 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/28/2005 Slump (in.) Supplier/Plant paragon bldg products Air Temp (°F) Mix Number 4:1 RATIO — Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load# Time Batched Time Sampled Age: Min. Sample Mark: 9-28/8958311B#66/SAMPLES#1-5 Made by JC Date Rec'd in Lab: 9/29/2005 Logged In by: Admixture _Gallons of water added at by______________ Specific Location TB #66 Special Instructions/Remarks SAMPLED AT HOPPER/4 94 LB BAGS CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 35298 10/3/2005 F-1 2x4 in 3.14 in 8,230 lbs 2620 psi 18.1 MPa 7 35299 10/5/2005 U 2x4 in 3.14 in 12,280 lbs 3910 psi 26.9 MPa 28 35300 10/26/2005 n 2x4 in 3.14 in2 17,520 lbs 5580 psi 38.4 MPa 28 35301 10/26/2005 U 2x4 in 3.14in2 18,230 lbs 5810 psi 40.0 MPa 56 35302 11/23/2005 l 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by:_________________ Date: i'O — -' Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL cc 05 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 40858 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contra4or Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/28/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-28/8958311B#60/SAMPLES#1-5 Made by JC Date Rec'd in Lab: 9/29/2005 Logged in by: Admixture Gallons of water added at by________________ Specific Location TB #60 Special Instructions/Remarks SAMPLED @ HOPPER/4 94 LB BAGS CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested S 5 35293 10/3/2005 LI 2x4 in 3.14 in 10,320 lbs 3290 psi 22.7 MPa 7 35297 10/5/2005 LI 2x4 in 3.14 in 11,650 lbs 3710 psi 25.6 MPa 28 35295 10/26/2005 Li 2X4 in 3.14in2 15,230 lbs 4850 psi 33.4 MPa 28 35296 10/26/2005 LI 2X4 in 3.14in2 17,890 lbs 5700 psi 39.3 MPa 56 35294 11/23/2005 j 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: J7. J Date:! Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL ( 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST RECEIVED FNOV 1 2005 ENCiEkis(; ART.lEr'T J I)V11 SIDN__________ Sample Group # 40859 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A 'RA lam Engineer Architect j NOV o $2005 Sample Group Data L & ASSor,I Report of HS Grout Cylinders Measured Placement Date 9/28/2005 Slump (in.) Supplier/Plant paragon bldg products Air Temp (°F) Mix Number 41 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: - Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-28/89583/TB#66ISAMPLES#1-5 Made by JC Date Rec'd in Lab: 9/29/2005 Logged In by: Admixture Gallons of water added at by______________ Specific Location TB #66 Special Instructions/Remarks SAMPLED AT HOPPER/4 94 LB BAGS CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 35298 10/3/2005 LI 2x4 in 3.14 in 8,230 lbs 2620 psi 18.1 MPa 7 35299 10/5/2005 Li 2x4 in 3.14 in 12,280 lbs 3910 psi 26.9 MPa 28 35300 IÔ/26/2005 LI 2x4 in 3.14 in 17,520 lbs 5580 psi 38.4 MPa 28 35301 10/26/2005 Li 2x4 in 3.14in2 18,230 lbs 5810 psi 40.0 MPa 56 35302 11/23/2005 I 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Samplingand testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: j2 A6 Date: f — Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc (u V\ Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 NOV 0 . 2005 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/27/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEEB.ELOW Air Content (%) Mix Design 2400 psi 16.5 MPa Unit Weight (pcf) Specified Strength 2400 psi 16.5 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-27/89583rrB#56IsAMpLEs 1-5 Made by JC Date Recd in Lab: 9/29/2005 Logged in by: Admixture Gallons of water added at by Specific Location TB #56 Special Instructions/Remarks SAMPLED AT HOPPER/4 94 LB BAGS CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35308 9/30/2005 2x4 in 3.14in2 12,860 lbs 4100 psi 28.2 MPa 7 35309 10/4/2005 LI 2x4 in 3.14 in 14,100 lbs 4490 psi 30.9 MPa 28 35210 10/25/2005 LII 2X4 in 3.14in2 25,530 lbs 8130 psi 56.0 MPa 28 35211 10/25/2005 LI 2x4 in 3.14in2 24,810 lbs 7900 psi 54.4 MPa 56 35212 11/22/2005 2x4 in 3.14 in lbs psi MPa Comments: ..28 dav test meets specifications.. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. r Checked by: Date: Reviewed by: Date:__/ 0. Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc flLjtiV Testing Engineers-USL [ ' N OV O f) 20057895 Convoy Court, Suite 18 (San Diego, CA92111 FIE 762S E_ LD'FIC DUDEI( ASSOC Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 40860 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz S!pp failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect . Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/27/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE B.LOW................................................................Air content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pci) Specified Strength psi 172 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age:Mm. Sample Mark: 9-27/89583/TB#51/SAMPLE #1-5 Made by JC Date Recd in Lab: 9/29/2005 Logged in by: Admixture Gallons of water added at by Specific Location TB #51 Special Instructions/Remarks SAMPLED AT HOPPER/4-94 LB BAGS CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35303 9/30/2005 Lj 2x4 in 3.14 in 13,750 lbs 4380 psi 30.2 MPa 7 35304 10/4/2005 LI 2x4 in 3.14 in 15,210 lbs 4840 psi 33.3 MPa 28 35305 10/25/2005 LI 2x4 in 3.14 in 22,900 lbs 7290 psi 50.2 MPa 28 35306 10/25/2005 Li 2x4 in 3.14in2 25,250 lbs 8040 psi 55.4MPa 56 35307 11/22/2005 j 2x4 in 3.14 in lbs psi MPa Comments: .iqn.. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P L.( Date:_/ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 1826 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 40861 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect . Sample Group Data Cylinders Slump PARAGON BLDG PRODUCTS Air Temp 4:1 RATIO Mix Temp SEE BELOW Air Content 2400 psi 16.5 MPa Unit Weight 2400 —psi Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Report of HS Grout Placement Date 9/27/2005 Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-27/89583/TB#56/SAMPLES 1-5 Made by JC Date Recd in Lab: 9/29/2005 Logged in by: Admixture Gallons of water added at by Specific Location TB #56 Special Instructions/Remarks SAMPLED AT HOPPER/4 94 LB BAGS CEMENT TO 1 HOPPER WATER Compression -Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35308 9/30/2005 U 2x4in 3.14in2 12,860 lbs 4100 psi 28.2 MPa 7 35309 10/4/2005 LI 2x4 in 3.141n2 14,100 lbs 4490 psi 30.9 MPa 28 35210 10/25/2005 II 2x4 in 3.141n2 25,530 lbs 8130 psi 56.0 MPa 28 35211 10/25/2005 LI 2x4 in 3.14in2 24,810 lbs 7900 psi 54.4 MPa 56 35212 11/22/2005 ] 2x4in 3.14 j2 lbs psi MPa Comments: ..28 day sspecr1lcation.... Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. r Checked by: Date: Reviewed by: '-'-- Date:__/o Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc PTE - USL U.S. LABS Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 40860 Project Name Project No 8D89583 Project Address Kurtz .Slope Failure .............................................................................................................................................. Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer .Architect . Sample Group Data Report of HS Grout Cylinders Measured. Specified Placement Date 9/27/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design .?.9° ............psi ..:2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-27/89583/TB#51/SAMPLE #1-5 Made by JC Date Rec'd in Lab: 9/29/2005 Logged in by: Admixture Gallons of water added at by Specific Location TB #51 Special Instructions/Remarks SAMPLED AT HOPPER/4-94 LB BAGS CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age . Tested 3 35303 9/30/2005 11 2x4 in 3.14 in2 13,750 lbs 4380 psi 30.2 MPa 7 35304 10/4/2005 LIJ 2x4 in 3.141n2 15,210 lbs 4840 psi 33.3 MPa 28 35305 10/25/2005 fl 2x4 in 3.14in2 22,900 lbs 7290 psi 50.2 MPa 28 35306 10/25/2005 LII. 2x4 in 3.14 in 25,250 lbs 8040 psi 55.4 MPa 56 35307 11/22/2005 j 2x4 in 3.14 in lbs psi MPa Comments:trneetsspeci!lcation.. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: Pe L( Date:_I v Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL I RIECEWRED cc rA 7895 Convoy Court, Suite 18 San Diego CA 92111 7826 NOV -1 Phone (858) 715-5800 Fax (858) 715-5810 1 L.._7 2005 u -w i.- REPORT OF COMPRESSION TEST r Sample Group # '4b&' Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/26/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 172 MPa Truck No. Ticket #: Load # Time Batched 11:25 AM Time Sampled 11:35 AM Age: Mm. Sample Mark: 9-26-05189583/TB#55/SAMPLES_ Made by JC Date Rec'd in Lab: 9/27/2005 Logged in by: Admixture Gallons of water added at by________________ Specific Location TIE BACK #55 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35236 9/29/2005 IJ 2x4 in 3.14 in 10,520 lbs 3350 psi 23.1 MPa 7 35237 10/3/2005 [J 2x4 in 3.14 in2 11,840 lbs 3770 psi 26.0 MPa 28 35238 10/24/2005 0 2x4 in 3.14 in 21,300 lbs 6780 psi 46.7 MPa 28 35239 10/24/2005 [IIJ 2x4 in 3.14 in 19,100 lbs 6080 psi 41.9 MPa 56 35240 11/21/2005 W 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. - Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: Date: 10 - Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 7828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 40855 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Placement Date 9/26/2005 Slump Supplier/Plant PARAGON BLDG PRODUCTS Air Temp Mix Number 4:1 RATIO Mix Temp Mix Description SEE BELOW Air Content Mix Design 2500 psi 17.2 MPa Unit Weight Specified Strength 2500 psi 17.2 MPa Measured Specified Truck No. Ticket #: Load # Time Batched Time Sampled Age: _Min. Sample Mark: 9-26-05/89583/TB#58/SAMPLES Made by JC Date Rec'd in Lab: 9/27/2005 Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIE BACK #58 Special lnstructionslRemarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35246 9/29/2005 [II 2x4 in 3.14in2 9,390 lbs 2990 psi 20.6 MPa 7 35247 10/3/2005 LI 2x4 in 3.14in2 12,740 lbs 4060 psi .28.0 MPa 28 35248 10/24/2005 [1 2x4 in 3.14 in 19,000 lbs 6050 psi 41.7 MPa 28 35249 10/24/2005 LI 2x4 in 3.14 in 17,920 lbs 5710 psi 39.3 MPa 56 35250 11/21/2005 iI 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: f" '— Date:_/ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 40856 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/26/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-26-05/8958311B#59/SAMPLES Made by JC Date Recd in Lab: 9/27/2005 Logged in by: Admixture Gallons of water added at by________________ Specific Location TIE BACK #59 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35251 9/29/2005 Li 2x4 in 3.14in2 9,500 lbs 3030 psi 20.9 MPa 7 35252 10/3/2005 liii 2x4 in 3.14 in2 8,650 lbs 2750 psi 18.9 MPa 28 35253 10/24/2005 LI 2x4 in 3.14 in2 23,330 lbs 7430 psi 51.2 MPa 28 35254 10/24/2005 Li 2x4 in 3.14 in2 24,210 lbs 7710 psi 53.1 MPa 56 35255 11/21/2005 0V 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date:____ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL ( 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 NEW REPORT OF COMPRESSION TEST Sample Group # 40854 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/26/2005 Slump Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number •. 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load# Time Batched 1:22 PM Time Sampled 1:35 PM Age: Mm. Sample Mark: 9-26-05/895831TB#57/SAMPLES Made by JC Date Rec'd in Lab: 9/27/2005 Logged in by: Admixture Gallons of water added at by______________ Specific Location TIE BACK #57 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35241 9/29/2005 LI 2X4 in 3.14in2 9,780 lbs 3110 psi 21.4 MPa 7 35242 10/3/2005 LI 2x4 in 3.14 in 14,920 lbs 4750 psi 32.7 MPa 28 35243 10/24/2005 LI 2X4 in 3.14in2 17,170 lbs 5470 psi 37.7 MPa 28 35244 10/24/2005 [1 2x4 in 3.14 in 15,700 lbs 5000 psi 34.5 MPa 56 35245 11/21/2005 VA 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. - Checked by: Date: Reviewed by: f' ( Date: CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL (c1i) 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 40857 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect - - Sample Group Data Report of HS Grout - Cylinders Measured Specified Placement Date 9/26/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pct) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load# Time Batched Time Sampled Age: Mm. Sample Mark: 9-26-05/89583/TB#54/SAMPLES Made by JC Date Rec'd in Lab: 9/27/2005 Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIE BACK #54 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35256 9/29/2005 Lii 2x4 in 3.14in2 10,230 lbs 3260 psi 22.5 MPa 7 35257 10/3/2005 Li 2x4 in 3.14 in2 10,430 lbs 3320 psi 22.9 MPa 28 35258 10/24/2005 LII 2x4 in 3.14 in 17,780 lbs 5660 psi 39.0 MPa 28 35259 10/24/2005 Li 2x4 in 3.14 in 18,430 lbs 5870 psi 40.4 MPa 56 35260 11/21/2005 J 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P IJ Date:_ - CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc I _FIELD OFFICE RECEIVE[ Testing Engineers-USL *.a,n- 7895 Convoy Court, Suite 18 San Diego, CA 92111 NOV O: 2005 78216 Phone (858) 715-5800 Fax (858) 715-5810 L_ REPORT OF COMPRESSION TEST 1 Sample Group # 40853 Project Name Carlsbad - Agua Dulce Ct Consulting - Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout - Cylinders Measured Specified Placement Date 9/26/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 _MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched 11:25 AM Time Sampled 11:35 AM Age: Mm. Sample Mark: 9-26-05/89583/TB#55/SAMPLES Made by JC Date Recd in Lab: 9/27/2005 Logged in by: Admixture Gallons of water added at by____________ Specific Location TIE BACK #55 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35236 9/29/2005 J 2x4 in 3.14 in 10,520 lbs 3350 psi 23.1 MPa 7 35237 10/3/2005 2x4 in 3.14in2 11,840 lbs 3770 psi 26.0 MPa 28 35238 10/24/2005 F1 2x4 in 3.14 in 21,300 lbs 6780 psi 46.7 MPa 28 35239 10/24/2005 [11 2X4 in 3.14 in 19,100 lbs 6080 psi 41.9 MPa 56 35240 11/21/2005 W 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: ('-( Date: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 (* San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST NOV 08 2005 DUDEK & ASSOC. FIELD OFFICE Sample Group # 40855 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/26/2005 Slump (in.) --, Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-26-05/895831TB#58/SAMPLES Made by JC Date Recd in Lab: 9/27/2005 Logged in by: Admixture Gallons of water added at by_______________ Specific Location TIE BACK #58 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35246 9/29/2005 LI 2x4 in 3.14in2 9,390 lbs 2990 psi 20.6 MPa 7 35247 10/3/2005 LI 2x4 in 3.141n2 12,740 lbs 4060 psi 28.0 MPa 28 35248 10/24/2005 LI 2x4 in . 3.141n2 19,000 lbs 6050 psi 41.7 MPa 28 35249 10/24/2005 LI 2x4 in 3.14 in 17,920 lbs 5710 psi 39.3 MPa 56 35250 11/21/2005 E1 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: \-'- Date:_I Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Measured Specified Testing Engineers-USL 7NOV ECEJVco fn 7895 Convoy Court, Suite 18 7828 San Diego, CA 92111 0:8 2005 Phone (858) 715-5800 Fax (858) 715-5810 — _ — REPORT OF COMPRESSION TEST L DUDEK& ASSOC. FIELD OF _J Sample Group # 40856 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect - - Sample Group Data Supplier/Plant PARAGON BLDG PRODUCTS Mix Number 4:1 RATIO Mix Description SEE BELOW Mix Design 2500 psi 17.2 MPa Specified Strength 2500 psi 17.2 MPa Report of HS Grout Cylinders Placement Date 9/26/2005 Slump Air Temp Mix Temp Air Content Unit Weight Truck No. . Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-26-05/89583/TB#59/SAMPLES Made by JC Date Rec'd in Lab: 9/27/2005 Logged in by: Admixture Gallons of water added at by Specific Location TIE BACK #59 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35251 9/29/2005 FI 2x4 in 3.14 in 9,500 lbs 3030 psi 20.9 MPa 7 35252 10/3/2005 D 2x4 in 3.14 in 8,650 lbs 2750 psi 18.9 MPa 28 35253 10/24/2005 Li 2x4 in 3.14 in 23,330 lbs 7430 psi 51.2 MPa 28 35254 10/24/2005 [] 2x4 in 3.14 in 24,210 lbs 7710 psi 53.1 MPa 56 35255 11/21/2005 FVA 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date:_____ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL (c1i) 7895 Convoy Court, Suite 18 San Diego, CA 92111 U Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST EWE NOV 08 2005 DUDEK & ASSOC. FIELD OFFICE Sample Group # 40854 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data HS Grout Cylinders 9/26/2005 Slump PARAGON BLDG PRODUCTS Air Temp 4:1 RATIO Mix Temp Air Content Mix Description SEE BELOW Mix Design 2500 psi 17.2 MPa Specified Strength 2500 psi 17.2 MPa Report of Placement Date Supplier/Plant Mix Number Measured Specified Unit Weight Truck No. Ticket #: Load# Time Batched 1:22 PM Time Sampled 1:35PM Age: Mm. Sample Mark: 9-26-05/895831TB#57/SAMPLES Made by JC Date Rec'd in Lab: 9/27/2005 Logged in by: Admixture Gallons of water added at by Specific Location TIE BACK #57 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER - Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35241 9/29/2005 2x4 in 3.14 in 9,780 lbs 3110 psi 21.4 MPa 7 35242 10/3/2005 F1 2x4 in 3.14in2 14,920 lbs 4750 psi 32.7 MPa 28 35243 10/24/2005 F1 2x4 in 3.14 in 17,170 lbs 5470 psi 37.7 MPa 28 35244 10/24/2005 [1 2x4 in 3.14in2 15,700 lbs 5000 psi 34.5 MPa 56 35245 11/21/2005 I 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations.' C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date:( Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 03 7895 Convoy Court, Suite 18 FDUDEK OV 0 .8 2005 Testing Engineers ECEVED San Diego, CA 921117826 Phone (858) 715-5800 Fax (858) 715-5810 & ASSOC. REPORT OF COMPRESSION TEST FIELD OFFICE Sample Group # 40857 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/26/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pc -- Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-26-05/895831TB#54/SAMPLES Made by iC Date Rec'd in Lab: 9/27/2005 - Logged in by: Admixture _Gallons of water added at by______________ Specific Location TIE BACK #54 Special Instructions/Remarks 4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 35256 9/29/2005 fl 2x4 in 3.14mn2 10,230 lbs 3260 psi 22.5 MPa 7 35257 10/3/2005 fl 2x4 in 3.14 in2 10,430 lbs 3320 psi 22.9 MPa 28 35258 10/24/2005 LI 2x4 in 3.14in2 17,780 lbs 5660 psi 39.0 MPa 28 35259 10/24/2005 Lii 2x4 in 3.14mn2 18,430 lbs 5870 psi 40.4 MPa 56 35260 11/21/2005 WV 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM'Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: p Date:_i Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL [ECJVLE DO rA 7895 Convoy Court, Suite 18 I San Diego, CA 92111 OCT 2 7 2005 7828 ' '858' 715 5800 Fax '858' 715 5810 Phone , / - ax / - DL).kYbSOC. REPORT OF COMPRESSION TEST LE -CE Sample Group# A12511 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/23/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATION Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pci) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-23-05 89583 TB61 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIEBACK #61 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT, I HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35181 9/27/2005 fl 2x4 in 3.14in2 15,960 lbs 5080 psi 35.0 MPa 7 35182 9/30/2005 0 2x4 in 3.14in2 16,680 lbs 5310 psi 36.6 MPa 28 35183 10/21/2005 LI 2x4 in 3.14 in 24,350 lbs 7750 psi 53.4 MPa 28 35184 10/21/2005 fl 2x4 in 3.14in2 26,810 lbs 8540 psi 58.8 MPa 56 35185 11/18/2005 We 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: tAI Date:I -2-1 - Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc U V Testing Engineers-USL RECIIVLED 7895 Convoy Court, Suite 18 San Diego, CA 92111 OCT. 2 72005 1828 Phone (858) 715-5800 Fax (858) 715-5810 DUDE&ASSOC. REPORT OF COMPRESSION TEST Sample Group # A13124 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure - Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/23/2005 Slump (in.) Supplier/Plant - PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATION Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pct) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-23-05 89583 TB50 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIEBACK #50 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPERI4 BAGS (94 LB) CEMENT, 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35191 9/27/2005 LI 2x4 in 3.141n2 12,560 lbs 4000 psi 27.6 MPa 7 35192 9/30/2005 LI 2x4 in 3.14 in 13,440 lbs 4280 psi 29.5 MPa 28 35193 10/21/2005 LI 2x4 in 3.14in2 16,730 lbs 5330 psi 36.7 MPa 28 35194 10/21/2005 [11 2x4 in 3.14in2 20,870 lbs 6650 psi 45.8 MPa 56 35195 11/18/2005 Li 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: /7. ' Date: CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL ECth/?E 7895 Convoy Court, Suite 18 San Diego, CA 92111 OCT 2 7 2005 Phone (858) 715-5800 Fax (858) 715-5810 DUDE & ASSOC. REPORT OF COMPRESSION TEST FIELD Sample Group # A13125 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 -- Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect - Sample Group Data Report Of HS Grout Cylinders Measured Specified Placement Date 9/23/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATION Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-23-05 89583 TB53 1-5 Made by - DDM Date Rec'd in Lab: Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIEBACK #53 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT, 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35176 9/27/2005 Li 2x4 in 3.14 in 16,760 lbs 5340 psi 36.8 MPa 7 35177 9/30/2005 LI 2x4 in 3.14 in 20,400 lbs 6500 psi 44.8 MPa 28 35178 10/21/2005 Li 2X4 in 3.141n2 28,540 lbs 9090 psi 62.6 MPa 28 35179 10/21/2005 Li 2x4 in 3.14in2 24,790 lbs 7890 psi 54.4 MPa 56 35180 11/18/2005 W 2X4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. - Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by:__________ Date:/ ° Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 0 1 7895 Convoy Court, Suite 18 San Diego, CA 92111 OCT 2 72005 _..__ Phone (858) 715-5800 Fax (858) 715-5810 DUDrK&ASSOC. REPORT OF COMPRESSION TEST L FIELD 2.FF!CJ Sample Group # A12510 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/23/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATION Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) - Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # - Time Batched 9:00 AM - Time Sampled 9:15 AM Age: Mm. Sample Mark: 9-23-05 89553 1B62 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIEBACK #62 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT, I HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35186 9/27/2005 LII 2x4 in 3.14in2 12,730 lbs 4050 psi 27.9 MPa 7 35187 9/30/2005 LI 2x4 in 3.14in2 15,270 lbs 4860 psi 33.5 MPa 28 35188 10/21/2005 LII 2x4 in 3.141n2 24,890 lbs 7930 psi 54.6 MPa 28 35189 10/21/2005 LIJ 2x4 in 3.141n2 23,640 lbs 7530 psi 51.9 MPa 56 35190 11/18/2005 Ii 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01 Checked by: Date:_ Reviewed by: ''- Date: (0f/ ' Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers US L 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13125 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer . Architect Sample Group Data - Report Of HS Grout Cylinders Measured Specified Placement Date 9/23/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATION Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pci) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-23-05 89583 TB53 1-5 Made by 0DM Date Rec'd in Lab: Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIEBACK #53 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT, 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35176 9/27/2005 LI 2x4 in 3.14 in 16,760 lbs 5340 psi 36.8 MPa 7 35177 9/30/2005 Li . 2X4 in 3.14 in 20,400 lbs 6500 psi 44.8 MPa 28 35178 10/21/2005 LI 2X4 in 3.14in2 28,540 lbs 9090 psi 62.6 MPa 28 35179 10/21/2005 fl 2x4 in 3.14 in 24,790 lbs 7890 psi 54.4 MPa 56 35180 11/18/2005 I 2X4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by:_______________________ Date:/ Carlos Acero - Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL ra CA 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST F OCT 2 7 2005 t..?AFMINF Sample Group # A12510 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/23/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATION Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched 9:00 AM Time Sampled 9:15 AM Age: Mm. Sample Mark: 9-23-05 89583 T662 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIEBACK #62 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94,LB) CEMENT, 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35186 9/27/2005 11 2x4 in 3.14in2 12,730 lbs 4050 psi 27.9 MPa 7 35187 9/30/2005 LI 2x4 in 3.14 in2 15,270 lbs 4860 psi 33.5 MPa 28 35188 10/21/2005 LII 2x4 in 3.14in2 24,890 lbs 7930 psi 54.6 MPa 28 35189 10/21/2005 LII 2x4 in 3.14 1n2 23,640 lbs 7530 psi 51.9 MPa 56 35190 11/18/2005 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01 Checked by: Date: Reviewed by: :? ''— Date:____ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc LI Testing Engineers-USL (©) 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 __ Phone (858) 715-5800 Fax (858) 715-5810 _ ___________ REPORT OF COMPRESSION TEST Sample Group # A13124 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure - Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/23/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATION Mix Temp (°F) Mix Description SEE BELOW . Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled - Age: Min. Sample Mark: 9-23-05 89583 TB50 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TIEBACK #50 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT, 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35191 9/27/2005 L 2x4 in 3.14 in2 12,560 lbs 4000 psi 27.6 MPa 7 35192 9/30/2005 LI 2x4 in 3.14 in 13,440 lbs 4280 psi . 29.5 MPa 28 35193 10/21/2005 2x4 in 3.141n2 16,730 lbs 5330 psi 36.7 MPa 28 35194 10/21/2005 El 2x4 in 3.14in2 20,870 lbs 6650 psi 45.8 MPa 56 35195 11/18/2005 [j 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:........ Reviewed by: ' Date:/ b Carlos Acero 0 Copies: City of Carlsbad Dudek and Associates, Inc 0 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A12511 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure ---. Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A - Engineer . Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/23/2005. Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATION Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 9-23-05 89583 TB61 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIEBACK #61 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT, 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35181 9/27/2005 LII 2x4 in 314 in 15,960 lbs 5080 psi 35.0 MPa '.7 35182 9/30/2005 LIJ 2x4 in 3.14in2 16,680 lbs 5310 psi 36.6 MPa 28 35183 10/21/2005 LII 2x4 in 3.14in2 24,350 lbs 7750 psi 53.4 MPa 28 35184 10/21/2005 LII 2x4 in 3.141n2 26,810 lbs 8540 psi 58.8 MPa 56 35185 11/18/2005 I 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P Date: I - ZI CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL ,(9-i' DO ca 0 7895 Convoy Court, Suite 18 San Diego, CA 92111 7826 . Phone (858) 715-5800 Fax (858) 715-5810 -. REPORT OF COMPRESSION TEST Sample Group # A12509 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer . Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/22/2005 . Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design psi MPa Unit Weight (PO Specified Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched 4:45 PM Time Sampled 5:05 PM Age: Mm. Sample Mark: 9-22-05 89583 TB-65 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TIEBACK #65 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER - Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35149 9/26/2005 El 2x4 in 3.14 in 9,440 lbs 3010 psi 20.7 MPa 7 35150 9/29/2005 2x4 in 3.14 in2 11,250 lbs 3580 psi 24.7 MPa 28 35151 10/20/2005 LI 2x4 in 3.141n2 . 17,490 lbs 5570 psi 38.4 MPa 28 35152 10/20/2005 LI 2x4 in 3.141n2 17,880 lbs 5690 psi 39.2 MPa 56 35153 11/17/2005 .I 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87. C1231-01. . Checked by: Date: Reviewed by: P Date:_____ CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc I 7895 Convoy Court, Suite 18 Testing Engineers-USL San Diego, CA 92111 1825 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # a12507 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure - — Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A — Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/22/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design . __________psi MPa Unit Weight Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched 2:30 PM Time Sampled 3:00 PM Age: —.Min. Sample Mark: 9-22-05 89583 TB-63 1-5 Made by DDM Date Rec'd in Lab: Logged in by: -- Admixture Gallons of water added at by________________ Specific Location TIEBACK #63 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/1 BAG (94 LBS) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. . Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35139 9/26/2005 Li 2x4 in 3.14 in 6,110 lbs 1950 psi 13.4 MPa 7 35140 9/29/2005 FI 2x4 in 3.141n2 7,270 lbs 2320 psi 16.0 MPa 28 35141 10/20/2005 Li 2x4 in 3.14 in 10,930 lbs 3480 psi 24.0 MPa 28 35142 10/20/2005 LII 2x4 in 3.14 in2 10,570 lbs . 3370 psi 23.2 MPa 56 35143 11/17/2005 j 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date:/ — 2 ° Carlos Acero - Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL (g©) 7895 Convoy Court, Suite 18 San Diego, CA 92111 1826 Phone (858) 715-5800 Fax (858) 715-5810 wvmgiiiiiiii ______ REPORT OF COMPRESSION TEST Sample Group # A12508 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A - Engineer -- Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/22/2005 . Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design psi - MPa Unit Weight (pct) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched 3:35 PM Time Sampled 3:55 PM Age: Mm. Sample Mark: 9-22-05 89583 TB-64 1-5 Made by 0DM Date Rec'd in Lab: Logged in by: - Admixture . _Gallons of water added at by________________ Specific Location TIEBACK #64 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35144 9/26/2005 Lii 2x4 in 3.14 in 13,760 lbs 4380 psi 30.2 MPa 7 35145 9/29/2005 Lii 2x4 in 3.14 in 16,250 lbs 5180 psi 35.7 MPa 28 35146 10/20/2005 fl 2x4 in 3.14in2 22,000 lbs 7010 psi 48.3 MPa 28 35147 10/20/2005 L 2x4 in 3.14 in 21,960 lbs 6990 psi 48.2 MPa 56 35148 11/17/2005 W 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:. Reviewed by: P_CS Date:— Carlos Acero Copies: . City of Carlsbad - Dudek and Associates, Inc Testing Engineers-USL /iiEL;7 0 7895 Convoy Court, Suite 18 7825 I San Diego, CA 92111 j OCT 2 7 2005 Phone (858)715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST Sample Group # A12509 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/22/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design psi MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched 4:45 PM Time Sampled 5:05 PM - Age: Mm. Sample Mark: 9-22-05 89583 TB-65 1-5 - Made by DDM Date Rec'd in Lab: - Logged in by: Admixture _Gallons of water added at by Specific Location TIEBACK #65 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35149 9/26/2005 LI 2x4 in 3.14 in2 9,440 lbs 3010 psi 20.7 MPa 7 35150 9/29/2005 LI 2x4 in 3.14 in 11,250 lbs 3580 psi 24.7 MPa 28 35151 10/20/2005 El 2x4 in 3.14 in 17,490 lbs 5570 psi 38.4 MPa 28 35152 10/20/2005 n 2x4 in 3.14 in 17,880 lbs 5690 psi 39.2 MPa 56 35153 11/17/2005 W 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets spcifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P Date:____ CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc 0 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 11113111111 W7111 21M REPORT OF COMPRESSION TEST Sample Group # a12507 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 9/22/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design psi MPa Unit Weight (pc Specified Strength 2500 psi 17.2 MPa Truck No. Ticket #: Load # Time Batched 2:30 PM Time Sampled 3:00 PM Age: Mm. Sample Mark: 9-22-05 89583 TB-63 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TIEBACK #63 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/1 BAG (94 LBS) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35139 9/26/2005 0 2x4 in 3.14in2 6,110 lbs 1950 psi 13.4 MPa 7 35140 9/29/2005 LII 2x4 in 3.14 in 2 7,270 lbs 2320 psi 16.0 MPa 28 35141 10/20/2005 LI 2x4 in 3.14 in 10,930 lbs 3480 psi 24.0 MPa 28 35142 10/20/2005 Li 2x4 in 3.14 in;! 10,570 lbs 3370 psi 23.2 MPa 56 35143 11/17/2005 We 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: ' Date: Reviewed by: ...I Date:/ 0 2 ° Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 4 , Testing Engineers-USL 7895 Convoy Court, Suite 18 OCT 2 7 2005 0- San Diego, CA 92111 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A12508 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HIS Grout Cylinders Measured Specified Placement Date 9/22/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number 4:1 RATIO Mix Temp (°F) Mix Description SEE BELOW Air Content (%) Mix Design psi - MPa Unit Weight (pct) Specified Strength 2500 _psi 17.2 MPa Truck No. Ticket #: Load # Time Batched 3:35 PM Time Sampled 3:55 PM Age: Mm. Sample Mark: 9-22-05 89583 TB-64 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture _Gallons of water added at by________________ Specific Location TIEBACK #64 Special Instructions/Remarks SAMPLE TAKEN FROM HOPPER/4 BAGS (94 LB) CEMENT TO 1 HOPPER WATER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 35144 9/26/2005 M 2x4 in 3.14in2 13,760 lbs 4380 psi 30.2 MPa 7 35145 9/29/2005 LII 2x4 in 3.14 in 16,250 lbs 5180 psi 35.7 MPa 28 35146 10/20/2005 n 2x4 in 3.14in2 22,000 lbs 7010 psi 48.3 MPa 28 35147 10/20/2005 2x4 in 3.14 in 21,960 lbs 6990 psi 48.2 MPa 56 35148 11/17/2005 Ej 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: . Date: Reviewed by: P- -i Date- Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc C1231-01. ww", a'~ 11 S- ALABS Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # a12871 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor na Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS - Air Temp (°F) Mix Number SITE MIX Mix Temp (°F) Mix Description 4SAC/20GALLONS Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # POT 3/4 Time Batched Time Sampled 2:56 PM Age: Mm. Sample Mark: 6 Made by LE Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location T. B. 10 SECOND LIFT OVERFLOW Special Instructions/Remarks Compression Laboratory Data Sample Lab No Age 3 34031 7 34032 28 34033 28 34034 56 34035 Date Discard Dimensions Test Area Max Load Tested 8/9/2005 8/13/2005 9/3/2005 9/3/2005 10/1/2005 ' Compressive Strength 2x4 in 3.141n2 6,050 lbs 1930 psi 13.3 MPa 2X4 in 3.14 in, 8,100 lbs 2580 psi 17.8 MPa 2x4 in 3.14in2 13,510 lbs 4300 psi 29.6 MPa 2x4 in 3.14in2 11,610 lbs 3700 psi 25.5 MPa 2x4 in 3.14 in, lbs psi MPa Comments: test meets specffications. Sampling and testing. conducted in accordance with AS TM Standard designations: C31-91, Checked by: Date:Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 182 ew Phone (858) 715-5800 Fax (858) 715-5810 WIN W-111:1M REPORT OF COMPRESSION TEST Sample Group # A12867 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer --.--* ---.----. Architect Sample Group Data Report of HS Grout Cylinders -- Measured Specified Placement Date 8/6/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BLDG PROD. Air Temp (°F) Mix Number SITE MIX Mix Temp (°F) Mix Description CKS/20GAL9J Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # POT 3/4 Time Batched 9:40 AM Time Sampled 9:55 AM Age: Mm. Sample Mark: 2/ 8-6-05 Made by LE Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location T. B 8 OVERFILL SECOND LIFT Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 34051 8/9/2005 2x4 in 3.14 in, 7,970 lbs 2540 psi 17.5 MPa 7 34052 8/13/2005 2x4 in 3.14 in 12,060 lbs 3840 psi 26.5 MPa 28 34053 9/3/2005 2x4 in 3.14 in, 19,450 lbs 6190 psi 42.6 MPa 28 34054 9/3/2005 2x4 in 3.14 in 19,320 lbs 6150 psi 42.4 MPa 56 34055 10/1/2005 v' 2x4 in 3.14 in lbs psi MPa Comments: 28 davest Sampling and testing conducted in accordance with ASTM Standard designations: C31-91. C39-8 C61 7-7 1231-01. Checked by: Date.'?if'Reviewedby: Carlos Acero cfl4c r No. C-6703' 0 I Exp. 9f30I Copies: City of Carlsbad Dudek and Associates, Inc RCE * Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 U Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A12868 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders - Measured Specified Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number SITEMIX Mix Temp (°F) Mix Description 4 SACKS/20 GALS Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # POT 1 Time Batched 11:55 AM Time Sampled 12:10 PM Age: Mm. Sample Mark: SET 3 8-6 Made by LE Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location T.B. 9 SECOND LIFT HOPPER Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions' Test Area Max Load Compressive Strength Age Tested 3 34046 8/9/2005 11 2x4 in , 3.14 in 10,420 lbs 3320 psi 22.9MPa 7 34047 8/13/2005 2x4 in 3.14 in 11,360 lbs 3620 psi 24.9 MPa 28 34048 9/3/2005 2x4 in 3.14 in, 16,580 lbs 5280 psi 36.4 MPa 28 34049 9/3/2005 2x4 in 3.14 in' 17,280 lbs 5500 psi 37,9MPa 56 34050 10/1/2005 !-qei 2x4 in 3.14 in' lbs I psi MPa Comments: 28 day test meets specifications Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, Checked by: Date f -Reviewed by:, Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc C1231-01. Date: Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego CA 92111 205 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # Al 2866 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope 'Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer . Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number SITE MIX Mix Temp (°F) Mix Description 4 SACKS/20GALS Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # POT 1 Time Batched 9:07 AM Time Sampled 9:30 AM Age: Mm. Sample Mark: 89583 SET 1 Made by LE Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location T. B. 8 HOPPER SECOND LIFT Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 34056 8/9/2005 . 2x4 in 3.14 in2 8,560 lbs 2730 psi 18.8 MPa 7 34057 8/13/2005 2x4 in 3.14 in 10,570 lbs 3370 psi 23.2 MPa 28 34058 9/3/2005 2x4 in 3.14in2 19,120 lbs 6090 psi 42.0 MPa 28 34059 9/3/2005 2x4 in 3.14 in, 18,850 lbs 6000 psi 41.3 MPa 56 34060 10/1/2005 , 2x4 in 3.14 in lbs psi MPa Comments: 28 dayJt meets specifications... --___--_- --.----.--------.-- Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C139-8C617 C1231-01. Checked by: A . — Date: Reviewed by:— Carlos Acero \ 109- lklz co 1~1 Copie S ar lsbad City of . Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A12869 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders - Measured Specified Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number SITE MIX Mix Temp (°F) Mix Description Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # POT 3/4 Time Batched Time Sampled 12:37 PM Age: Mm. Sample Mark: 4- 8-6 Made by LE Date Rec'd in Lab: Logged in by: Admixture - Gallons of water added at by_ Specific Location T.B. 9 SECOND LIFT OVERFLOW Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 34041 8/9/2005 2x4 in 3.14 in 7,740 lbs 2460 psi 16.9 MPa 7 34042 8/13/2005 2x4 in 3.14 in 10,010 lbs 3190 psi 22.0 MPa 28 34043 9/3/2005 2x4 in 3.14 in 17,360 lbs 5530 psi 38.1 MPa 28 34044 9/3/2005 2x4 in 3.14 in 19,310 lbs 6150 psi 42.4 MPa 56 34045 10/1/2005 v' 2x4 in 3.14 in lbs psi MPa Comments: 28y test _meets specifications. _ - \ Sampling and testing conducted in ccordance with ASTM Standard designations: C31-91, C39-86. 617-87 Checked by: Date ° Reviewed by:__________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc '31-01. tej3o(Ac- 0 (uV\ Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 182B Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST RECEiVED L1 (frY OF (.Rf.SfJAL) EN(;trEERING DEPARTMENT (M&I DIVISION Sample Group # A12866 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect - Sample Group Data Report of HS Grout - Cylinders Measured Specified Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number SITE MIX Mix Temp (°F) Mix Description 4 SACKS/20GALS Air Content (%) Mix Design 2000 psi 13.8 _MPa Unit Weight (pcI) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # POT 1 Time Batched 9:07 AM Time Sampled 9:30 AM Age: Mm. Sample Mark: 89583 SET 1 . Made by LE - Date Recd in Lab: Admixture Gallons of water added at by Specific Location T. B. 8 HOPPER SECOND LIFT Special Instructions/Remarks Compression Laboratory Data Logged in by: Sample Lab No. Date Age Tested 3 34056 8/9/2005 7 34057 8/13/2005 28 34058 9/3/2005 28 34059 9/3/2005 56 34060 10/1/2005 Comments: 2 test meets Compressive Strength 2x4 in 3.14 in, 8,560 lbs 2730 psi 18.8 MPa 2x4 in 3.14 in 10,570 lbs 3370 psi 23.2 MPa 2x4 in 3.14 in2 19,120 lbs 6090 psi 42.0 MPa 2x4 in 3.14 in, 18,850 lbs 6000 psi 41.3 MPa 2x4 in 3.14 in lbs psi MPa I.ecifications. Discard Dimensions Test Area Max Load Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, I Checked by: Date:t' Reviewed by: Carlos Acero Copies: City of Carlsbad . Dudek and Associates, Inc C1231-01. I I ey Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 1826 EUMEEM Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A12868 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 - Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates Inc Sub-Contractor NA Engineer Architect - Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength HS Grout 8/6/2005 SITEMIX 4 SAC KS/20 GALS 2000 psi 13.8 2000 psi 13.8 Cylinders Slump Mix Temp Air Content MPa Unit Weight MPa Measured Specified PARAGON BLDG PRODUCTS Air Temp Truck No. Ticket #: Load # POT 1 Time Batched 11:55 AM Time Sampled 12:10 PM Age: Mm. Sample Mark: SET 3 8-6 Made by LE Date Recd in Lab: Logged in by: Admixture . Gallons of water added at by Specific Location T.B.9 SECOND LIFT HOPPER Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 34046 8/9/2005 i 2x4 in 3.14in2 10,420 lbs 3320 psi 22.9MPa 7 34047 8/13/2005 : 2x4 in 3.141n2 11,360 lbs 3620 psi 24.9MPa 28 34048 9/3/2005 2x4 in 3.14 in, 16,580 lbs 5280 psi 36.4MPa 28 34049 9/3/2005 2x4 in 3.141n2 17,280 lbs 5500 psi 37.9MPa 56 . 34050 10/1/2005 /' 2x4 in 3.14 in 2 lbs psi MPa Comments: cations. Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, I Checked by: Date f -Reviewed by: Carlos Acero C1231-01. Ll— Date: Copies: Exp. 9,3q City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45489 Project Name Carlsbad - Agua Dulce Ct Consulting - -- Project No 5D89583 Project Address Kurtz _Slope _Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect -- Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON * Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: - Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/11/05-89583- SET #8 - Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by_ Specific Location TIE BACK #6 Special Instructions/Remarks TAKEN AT TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33177 7/14/2005 i 2x4 in 3.14in2 2,370 lbs 750 psi 5.2 MPa 7 33178 7/18/2005 ;H 2x4 in 3.14in2 4,710 lbs 1500 psi 10.3 MPa 28 33179 8/8/2005 : 2x4 in 3.14in2 8,670 lbs 2760 psi 19.0 MPa 28 33180 8/8/2005 .1 2x4 in 3.14in2 8,850 lbs 2820 psi 19.4 MPa 56 33181 9/5/2005 2x4 in 3.14in2 11,340 lbs 3610 psi 24.9 MPa Comments: 28 day test does not meet specifications. 56 day test j ticat Sampling and testing conducted ig, accordance with ASTM Standard designations; C31-91, C39-8 C61 Checked by: Date: Reviewed by:________ Carlos Acero Copies: City of Carlsbad . Dudek and Associates, Inc C1231-01. o co 1~1 No, C-67031 Cc Exp.9!30/S, I RCE I OF CPA, Truck No. Ticket #: Sample Mark: 7/11/05- 89583 SET #6 Admixture Specific Location TIE BACK # 7 Special Instructions/Remarks TAKEN AT TB OVERFLOW Load # Time Batched Time Sampled Age: Mm. - Made by JT Date Recd in Lab: Logged in by: - Gallons of water added at 0 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45487 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates Inc Sub-Contractor N/A Engineer -- Architect - - Sample Group Data Report of Grout Cylinders Measured Specified Placement Date 7/11/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT * Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33187 7/14/2005 2x4 in 3.14in2 2,300 lbs 730 psi 5.0 MPa 7 33188 7/18/2005 1 2x4 in 3.14in2 3,510 lbs 1120 psi 7.7 MPa 28 33189 8/8/2005 2x4 in 3.14 in, 5,220 lbs 1660 psi 11.4 MPa 28 33190 8/8/2005 1 2x4 in 3.14 in, 5,690 lbs 1810 psi 12.5 MPa 56 33191 9/5/2005 2x4 in 3.14 in 7,320 lbs 2330 psi 16.1 MPa Comments: 28 day test does not meet specfficatio not meet 2 -daypetions. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, 747. C1231-01. Checked by: Date: ct4 .ocReviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 1c No. C-67031 ITI Ir Exp.9/3Of * RCE tJ •Testing Engineers-USL 7895 Convoy Court, Suite 18 7826 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 W-411111111 We Elm REPORT OF COMPRESSION TEST Sample Group # 45491 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer - Architect - Sample Group. Data Report of Grout Cylinders Measured Specified Placement Date 7/12/2005 - Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description S PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/12/05-89583 SET #2 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by_ Specific Location TIE BACK #5 Special Instructions/Remarks TAKEN AT TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33227 7/15/2005 i 2x4 in 3.14in2 4,740 lbs 1510 psi 10.4 MPa 7 33228 7/19/2005 2x4 in 3.14 in 3,990 lbs 1270 psi 8.8 MPa 28 33229 8/9/2005 H 2x4 in 3.141n2 7,060 lbs 2250 psi 15.5 MPa 28 33230 8/9/2005 H 2x4 in 3.14 in 7,720 lbs 2460 psi 16.9 MPa 56. 33231 9/6/2005 S 2x4 in 3.14 in2 9,160 lbs 2920 psi 20.1 MPa Comments: 28 day test does not meet specifications. 56 y test does not meet 28-d Sampling and testing conducted in accordance with ASTM Standard designations; C31-91. C39-86, Checked by: ,.' . Date: 7-2Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 31-01. Date:_____ Exp. 9f30/ ) J * ROE * U.S. LABS Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A12870 Project Name Carlsbad - Agua Dulce Ct Consulti Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor HS Engineer Architect Sample Group Data Report of Concrete Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number . Mix Temp (°F) Mix Description 4 SACK / 20GALLON Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Measured Specified Truck No. Ticket #: Load # POT 1 Time Batched Time Sampled 2:40 PM Age: Mm. Sample Mark: 5- 8-6 Made by LE Date Recd in Lab: Logged in by: Admixture Gallons of water added at Specific Location T. B. 10 2ND LIFT HOPPER Special Instructions/Remarks Compression Laboratory Data Sample Lab No Age 3 34036 7 34037 28 34038 28 34039 56 34040 Date Discard Dimensions Test Area Max Load Tested 8/9/2005 8/13/2005 9/3/2005 9/3/2005 10/1/2005 ' Compressive Strength 2x4 in 3.14 in, 9,200 lbs 2930 psi 20.2 MPa 2x4 in 3.141n2 11,850 lbs 3770 psi 26.O MPa 2x4 in 3.14 in' 14,980 lbs 4770 psi 32.9 MPa 2x4 in 3.14in2 22,520 lbs 7170 psi 49.4 MPa 2x4 in 3.14 in, lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91. C39-86. 1-11, ell Checked by: Date?°" Reviewed by: - Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 7-87, V1~31-01 C? iANE co No. C-67 311 0 p.9i30I r BCE OF CP'\- Testing Engineers-USL 0 7895 Convoy Court, Suite 18 1828 San Diego CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 iyi REPORT OF COMPRESSION TEST Sample Group # A12869 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number SITE MIX Mix Temp (°F) Mix Description 450CS/20 GALLONS Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa ---- - Truck No. Ticket #: Load # POT 3/4 Time Batched Time Sampled 12:37 PM Age: Mm. Sample Mark: 4- 8-6 Made by LE Date Recd in Lab: Logged in by: Admixture Gallons of water added at by_ Specific Location T.B. 9 SECOND LIFT OVERFLOW Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard - Dimensions Test Area Max Load Compressive Strength Age Tested 3 34041 8/9/2005 2x4 in 3.14in2 7.740 lbs 2460 psi 16.9 MPa 7 34042 8/13/2005 2x4 in 3.14 in 10,010 lbs 3190 psi 22.0 MPa 28 34043 9/3/2005 - 2x4 in 3.14 in 17,360 lbs 5530 psi 38.1 MPa 28 34044 9/3/2005 2x4 in 3.14in2 19,310 lbs 6150 psi 42.4 MPa 56 34045 10/1/2005 ' 2x4 in 3.14 in, lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in ccordancewith ASTM Standard designations.- C31-91, C39-86. 617-871 31-01. Checked by: Date ° Reviewed by: te:9I3o (9 Carlos Acero Es ul Copie City of S arlsbad - Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # a13054 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure - Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 9:11 AM Age: Mm. Sample Mark: Set 1 Made by JC Date Recd in Lab: Logged in by: Admixture - Gallons of water added at by Specific Location TB # 19 Special Instructions/Remarks taken from hopper Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age - Tested 3 34061 8/9/2005 2x4 in 3.14 in 10,040 lbs 3200 psi 22.0 MPa 7 34062 8/13/2005 2x4 in 3.14 in2 11,560 lbs 3680 psi 25.4 MPa 28 34063 - 9/3/2005 2x4 in 3.14 in 18,140 lbs 5770 psi 39.8 MPa 28 34064 9/3/2005 2x4 in 3.14in2 18,440 lbs 5870 psi 40.4 MPa 56 34065 10/1/2005 ': 2x4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specificatior ,,A-- ----I--- Sampling and testing conducted in ccord nce with ASTM Standard designations: C31-91, C39-86, c4 7j)2/1O1. Checked by: Date-S' Reviewed by: _/ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc BNES No. C-67031 Exp. 9/3o/b, Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # a12871 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor na Engineer Architect Sample Group Data Report of HS Grout Cylinders — Measured Specified Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number SITE MIX Mix Temp (°F) Mix Description 4SAC/20GALLONS . Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # POT 3/4 Time Batched Time Sampled 2:56 PM Age: Mm Sample Mark: 6 Made by LE Date Recd in Lab: Logged in by: AdmixtUre Gallons of water added at by Specific Location T. B. 10 SECOND LIFT OVERFLOW Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 34031 8/9/2005 . 2x4 in 3.14 in, 6,050 lbs 1930 psi 13.3 MPa 7 34032 8/13/2005 . 2x4 in 3.14 in, 8,100 lbs 2580 psi 17.8 MPa 28 34033 9/3/2005 2x4 in 3.14 in 13,510 lbs 4300 psi 29.6 MPa 28 34034 9/3/2005 : 2x4 in 3.14in2 11,610 lbs 3700 psi 25.5 MPa 56 34035 10/1/2005 i' 2x4 in 3.14 in, lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-k, 7231-01. Checked by: Date:7I 0J Reviewed by:________________ 0 Carlos Acero \ cth1 Copies: City of Carlsbad Dudek and Associates, Inc Measured Specified FLOWABLE Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858)715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST Sample Group # A12867 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength HS Grout 2000 ----. psi 2000 psi Cylinders Slump Air Temp Mix Temp Air Content 13.8 MPa Unit Weight 13.8 MPa 8/6/2005 PARAGON BLDG PROD. SITE MIX 4SACKS/20GALLONS Truck No. Ticket #: Load # POT 3/4 Time Batched 9:40 AM Time Sampled 9:55 AM Age: Mm. Sample Mark: 2/8-6-05 Made by LE Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location T. B 8 OVERFILL SECOND LIFT Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 34051 8/9/2005 2x4 in 3.14 in' 7,970 lbs 2540 psi 17.5 MPa 7 34052 8/13/2005 2x4 in 3.14 in 12,060 lbs 3840 psi 26.5 MPa 28 34053 9/3/2005 . 2x4 in 3.14 in 19,450 lbs 6190 psi 42.6 MPa 28 34054 9/3/2005 2x4 in 3.14in2 . 19,320 lbs 6150 psi 42.4 MPa 56 34055 10/1/2005 , 2x4 in 3.14in2 lbs psi MPa Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C3141. Checked by: Date.Qif' Reviewed by. Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc C617-7 C1231-01. _} _ H- Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST RECEIVED roci 12 ZX CITY OF CARLSBAD ENGINEERING DEPARTMENT CM&I DIVISION Sample Group # A13069 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 . Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4:14SK-20 GAL Ai9ft) Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Sample Mark: SET #4 Admixture Specific Location fl3 it 12 Special Instructions/Remarks Time Batched Time Sampled 1:00 PM Age Mm. Made by JC Date Recd in Lab: Logged in by: Gallons of water added at TAKEN FROM OVERFLOW - SAMPLES APPEAR CONTAMINATED Compression Laboratory Data Sample Lab No. Date Age Tested 5 33951 8/10/2005 7 33952 8/12/2005 28 33953 9/2/2005 28 33954 9/2/2005 56 33955 9/30/2005 Discard Dimensions Test Area Max Load Compressive Strength 2x4 in 3.14 in' 1,960 lbs 620 psi 4.3MPa 2x4 in 3.14 in . 1,730 lbs 550 psi 3.8 MPa 2x4 in 3.14 in2 4,530 lbs 1440 psi 9.9 MPa 2x4 in 3.14in2 3,290 lbs 1050 psi 7.2MPa 2x4 in 3.14 in 890 lbs 280 psi 1.9 MPa Comments: 28 day test does not meet specifications. 56 day test does not meet 28-day specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by:________ Date:"0 Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 0 (UV\ Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego CA 92111 82 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13068 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer ..-.-....-.,........,...,.... Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4:1 (4SK-20GAL HOPPER) Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: SET 3 Made by JC Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB # 12 Special Instructions/Remarks TAKEN FROM HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33946 8/10/2000 2x4 in 3.14 in 16,060 lbs 5110 psi 35.2 MPa 7 33947 8/12/2005 2x4 in 3.14 in' 16,130 lbs 5140 psi 35.4 MPa 28 33948 9/2/1980 2x4 in 3.14 in' 24,160 lbs 7690 psi 53.0 MPa 28 33949 9/2/2005 2x4 in 3.14 in2 25,480 lbs 8110 psi 55.9 MPa 56 33950 9/30/2005 v' 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test meet sspecifications. - .. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91. C39.6\ C61 7- 7.JC1231.O1. I Checked by: Date: Reviewed by: \ CarlosAcero Copies: City of Carlsbad . Dudek and Associates, Inc Date Discard Dimensions Test Area Max Load Tested 8/10/2005 8/12/2005 9/2/2005 9/2/2005 9/30/2005 ' Compressive Strength 2x4 in 3.14 in 15500 lbs 4940 psi 34.0 MPa 2x4 in 3.14 in7 15,370 lbs 4890 psi 33.7 MPa 2x4 in 3.14 in, 19,420 lbs 6180 psi 42.6 MPa 2X4 in 3.14 in, 22,960 lbs 7310 psi 50.4 MPa 2x4 in 3.14 in, lbs psi MPa //U V\ Testing Engineers-USL 7895 Convoy Court, Suite 18 I / San Diego, CA 92111 c 0 2 '5 1828 Phone (858) 715-5800 Fax (858) 715-5810 1 REPORT OF COMPRESSION TEST Sample Group # A13075 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect_ Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description jSK-2Qj HOPPER) Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pct) Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled 3:45 PM Age: Mm. Sample Mark: SET # 10 Made by JO Date Rec'd in Lab: Logged in by: Admixture -- - Gallons of water added at - by Specific Location TB # 6 Special Instructions/Remarks TAKEN FROM OVERFLOW Compression Laboratory Data Sample Lab No. Age 5 33981 7 33982 28 33983 28 33984 56 33985 Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, 039-66, Checked by: Date: Reviewed by:_ Carlos Acero 231-01. Copies: City of Carlsbad Dudek and Associates, Inc ITAUS U.S. LABS Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13074 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kürtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer **----.....---*.- Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number' Mix Temp (°F) Mix Description 4:1(4 SK -20 GAL HOPPER) Air Content Mix Design 2000 psi 13.8 MPa Unit Weight (pcI) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched - Time Sampled 3:25 PM Age: Min. Sample Mark: SET #9 Made by ic Date Recd in Lab: Logged in by: Admixture . Gallons of water added at by Specific Location TB #6 Special Instructions/Remarks TAKEN AT HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33976 8/10/2005 2x4 in 3.14 in' 9,120 lbs 2900 psi 20.0 MPa 7 33977 8/12/2005 2x4 in 3.14 in, 16,130 lbs 5140 psi 35.4 MPa 28 33978 9/2/2005 2x4 in 3.14in2 26,850 lbs 8550 psi 58.9 MPa 28 33979 9/2/2005 2x4 in 3.14 in' 20,300 lbs 6460 psi 44.5 MPa 56 33980 9/30/2005 v 2x4 in 3.14 in, lbs 11 psi MPa Comments: 28 day test meets s ecifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-UC617-C1231-01. Checked by: Date: Reviewed by:- D CarlosAcero , __sfr OFESS)o&N Copies: City of Carlsbad Dudek and Associates, Inc 0 '' Testing Engineers-USL ( 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13066 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 'Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description Air Content (%) Mix Design 2000 psi 13.8 ' MPa Unit Weight (pcf) Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled 8:55 AM Age: Mm. Sample Mark: set 1 Made by Date Recd in Lab: Logged in by: Admixture ' Gallons of water added at by Specific Location TB # 13 Special Instructions/Remarks taken from hopper Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 34001 8/10/2005 7 34002 8/12/2005 28 34003 9/2/2005 28 34004 9/2/2005 56 34005 9/30/2005 v 2x4 in 3.14 in 15,230 lbs 4850 psi 33.4 MPa 2x4 in 3.14 in . 14,760 lbs 4700 psi 32.4 MPa 2x4 in 3.14 in 22,820 lbs 7270 psi 50.1 MPa 2x4 in 3.14 in, 24,930 lbs 7940 psi 54.7 MPa 2x4 in 3.14 in lbs , psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, I Checked by: Date: Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc II Vk\ Testing Engineers-USL 00 Cn 7895 Convoy Court, Suite 18 San Diego, CA 92111 782 6 Phone (858) 715-5800 Fax (858) 715-5810 W;1111111111 NF±I:rm REPORT OF COMPRESSION TEST Sample Group # A13076 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4:jK-2OGAL HOPPER) Air Content (%) Mix Design . 2000 psi 13.8 MPa Unit Weight . (pcf) Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled 4:45 PM Age: Mm, Sample Mark: SET 11 Made by JC Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at -. by Specific Location TB # 7. Special Instructions/Remarks TAKEN FROM HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33986 8/10/2005 2x4 in 3.14 in2 12,290 lbs 3910 psi 26.9 MPa 7 33987 8/12/2005 2x4 in 3.14in2 10,900 lbs 3470 psi 23.9 MPa 28 33988 9/2/2005 2x4 in 3.14 in, 19,450 lbs 6190 psi 42.6 MPa 28 33989 9/2/2005 2x4 in 3.14 in' 14,960 lbs 4760 psi 32.8 MPa 56 33990 9/30/2005 '.i 2x4 in 3.14 in, lbs psi MPa Comments: 28 day test meets 06,C6 Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39 C1231-01. Checked by: •Date: Reviewed by: . Date: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST 1 L Sample Group # A13072 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders -.- . Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number . . . Mix Temp (°F) Mix Description j9 GAL Qf)_ Air Content Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled 1:58 PM Age: Mm. Sample Mark: SET #7 Made by jc Date Rec'd in Lab: Logged in by: Admixture - Gallons of water added at by Specific Location TB # 4 Special Instructions/Remarks TAKEN FROM HOPPER Compression Laboratory Data Max Load 2x4 in 3.14 in, 16,210 lbs 2x4 in 3.14 in2 14,470 lbs 2X4 in 3.14 in2 23,730 lbs 2x4 in 3.14 in2 25,190 lbs 2x4 in 3.14 in2 lbs Sample Lab No Age 5 33966 7 33967 28 33968 28 33969 56 33970 Date Discard Dimensions Test Area Tested 8/10/2005 8/12/2005 9/2/2005 9/2/2005 9/30/2005 ./ Compressive Strength 5160 psi 35.6 MPa 4610 psi 31.8 MPa 7560 psi 52.1 MPa 8020 psi 55.3 MPa psi MPa Comments: 28 day test meets specifications............. _.\ Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86. 17-87 Checked by: Date: Reviewed by:___________ Carlos Acero Copies: City of Carlsbad - Dudek and Associates, Inc 1-01 r5-ios ((! .No. c67o3o) Testing Engineers-USL 03 Cn 0 7895 Convoy Court, Suite 18 San Diego, CA 92111 . Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # a13073 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor na Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) flowable Supplier/Plant paragon Air Temp (°F) Mix Number Mix Temp (°F) Mix Description Air Content (%) Mix Design 2000psi 13.8 MPa Unit Weight (pcf) Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled 9:20 AM Age: Mill. Sample Mark: set S Made by jc Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by_ - Specific Location tb #4 Special Instructions/Remarks taken from overflow Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33971 8/10/2005 2x4 in 3.14in2 8,580 lbs 2730 psi 18.8 MPa 7 33972 8/12/2005 2x4 in 3.14 in 8,790 lbs 2800 psi 19.3 MPa 28 33973 9/2/2005 2x4 in . 3.14 in' 13,460 lbs 4290 psi 29.6 MPa 28 33974 9/2/2005 2x4 in 3.141n2 14,290 lbs 4550 psi 31.3 MPa 56 33975 9/30/2005 , 2x4 in 3.14in2 lbs psi MPa Comments: 28 day specifications. . Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, Checked. by: Date: Reviewed by Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc C61 77, C~1231-01. .: 41 Testing Engineers-USL DO 7895 Convoy Court, Suite 18 .. . San Diego, CA 92111 '82 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13069 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description SK-20 GAL HOPPER Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 1.00 PM Age: Mm. Sample Mark: SET #4 Made by JC Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB # 12 Special Instructions/Remarks TAKEN FROM OVERFLOW - SAMPLES APPEAR CONTAMINATED Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 5 33961 8/10/2005 2x4 in 3.14in2 1,960 lbs 7 33962 8/12/2005 2x4 in 3.14 in, 1,730 lbs 28 33963 9/2/2005 2x4 in 3.14 in2 4,530 lbs 28 33964 9/2/2005 2x4 in 3.14 in' 3,290 lbs 56 33965 9/30/2005 in in' lbs Compressive Strength 620 psi 4.3 MPa 550 psi 3.8 MPa 1440 psi 9.9 MPa 1050 psi 7.2 MPa psi MPa Comments: 28 day test does not meet specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, Checked by: Date: Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 6,' JCJA C1231-01. lo,'. ro No. C-67031 ( Exp.9/30/ J RCE * 41 1 ) Testing Engineers-USL 7895 Convoy Court, Suite 18 Q-,-, ('A (V)111 182 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # Al 3067 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer ..... - Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 41 ( 4SK-20 GAL HOPPER) Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pci) Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled 9:15 AM Age: Mm. Sample Mark: SET 2 Made by JC Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at - by Specific Location TB # 13 Special Instructions/Remarks TAKEN FROM OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 34006 8/10/2005 2x4 in 3.14in2 11,620 lbs 3700 psi 25.5 MPa 7 34007 8/12/2005 2x4 in 3.14 in 15,370 lbs 4890 psi 33.7 MPa 28 34008 9/2/2005 2X4 in 3.14 in2 18,680 lbs 5950 psi 41.0 MPa 28 34009 9/212010 2x4 in 3.14 in 20,950 lbs 6670 psi 46.0 MPa 56 34010 9/30/2005 v 2x4 in 3.14 in' i MPa Comments: aC617T. Samp/ing and testing conducted in accordance with ASTM Standard designations: C31-91, C39-8 Oi Checked by: Date: Reviewed by:. .SS, Carlos Acero ?/ O742cNNES 0 ( UJ 0 No. C-67031 Cr Exp. 9/301.!LYo Copies: . City of Carlsbad . Dudek and Associates, Inc RCE * TE - IJSL U.S. LABS Testing Engineers-USL 7895 Convoy Court, Suite 1.8 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13071 Project Name Carlsbad -_Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer ,------..-.--...- - .:..._,.. Architect .... .. ........ Sample Group Data. Report of HS_Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4:11(4-OP Air Content (°") Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength psi MPa Truck No. Ticket #: . Load # Time Batched Time Sampled 1:00 PM Age: Mm. Sample Mark: -set -6 Made by jc Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB # 5 Special Instructions/Remarks taken from overflow Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33961 8/10/2005 2x4 in 3.14 in, 9,350 lbs 2980 psi 20.5 MPa 7 33962 8/12/2005 2x4 in 3.14 in, 8,840 lbs 2820 psi 19.4 MPa 28 33963 9/2/2005 2x4 in 3.14 in' 14,950 lbs 4760 psi 32.8 MPa 28 . 33964 9/2/2005 . 2x4 in 3.14 in, 13,610 lbs 4330 psi 29.8 MPa 56 33965 9/30/2005 ' 2x4 in 3.14 in' lbs i psi MPa Comments: 28 dav test meets specifications. ..................,..-,--. -......-.--......-- \................I...................................... Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86,\6,, 1231-01. Checked by: Date: Reviewed by: D Carlos Acero 5105 S/0 Copies: City of Carlsbad Dudek and Associates, Inc ov (O C-67031 X t LIP. 9/30/,.,. ol * RCE' J 'TE USL U.S. LABS Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST OCT 1 2005 Sample Group# Al 3069 Project Name Carlsbad - Agua Dulce Ct Consul Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number . Mix Temp (°F) Mix Description 4:1 (4SK-20 GAL HOPPER)_ Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket#: Load # Time Batched Time Sampled 1:00 PM Age: Mm. Sample Mark: SET #4 Made by JC Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by_ - Specific Location TB # 12 Special Instructions/Remarks TAKEN FROM OVERFLOW - SAMPLES APPEAR CONTAMINATED Compression Laboratory Data Sample Lab No. Date Discrd Dimensions Test Area Max Load Compressive Strength Age Tested 5 33951 8/10/2005 2x4 in 3.14in2 1,960 lbs 620 psi 4.3 MPa 7 33952 8/12/2005 : 2x4 in 3,14j2 1,730 lbs 550 psi 3.8 MPa 28 33953 9/2/2005 ' 2x4 in 3.14 in 4,530 lbs 1440 psi 9.9 MPa 28 33954 9/2/2005 2x4 in 3.14 in, 3,290 lbs 1050 psi 7.2 MPa 56 33955 9/30/2005 2x4 in 3.14in2 890 lbs 280 psi 1.9 MPa Comments: 28 day test does not meet specifications. 5 day _test does not meet 28-day specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by. Date: Reviewed by: ,O. Date:1' CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc No. 0-670)1 ~0- a: ( Exp. 9f3o/ (UV Testing Engineers-USL DO 7895 Convoy Court, Suite 18 / San Diego CA 92111 182B Phone (858) 715-5800 Fax (858) 715-5810 11 WIN W ZEN REPORT OF COMPRESSION TEST Sample Group # a13054 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect - Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4:1(4SK-20 GAL HOPPER) Air Content (%) Mix Design 2000 _____ psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 9:11 AM Age: Mm. Sample Mark: Set 1 Made by JC Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB # 19 Special Instructions/Remarks taken from hopper Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 34061 8/9/2005 2x4 in 3.14 in 10,040 lbs 3200 psi 22.0 MPa 7 34062 8/13/2005 2x4 in 3.14in2 11,560 lbs 3680 psi 25.4 MPa 28 34063 9/3/2005 . 2x4 in 3.14 in, 18,140 lbs 5770 psi 39.8 MPa 28 34064 9/3/2005 2x4 in 3.14in2 18,440 lbs 5870psi 40.4 MPa 56 34065 10/1/2005 v' 2x4 in 3.14in2 lbs psi MPa 4 Comments: 28y test meets specifications. Sampling and testing conducted in —accordance with AS TM Standard designations: C31-91'—,C--39-8-6--,J;7-87, - Checked by: DateA? Reviewed by:_ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc TE - USL U.S. LABS Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST SEP 2005 Sample Group # A1306 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Sample Group Data HS Grout Cylinders 8/4/2005 Slump PARAGON Air Temp Mix Temp 4:1 (4SK-20 GAL HOPPER) Air Content 2000 psi 13.8 MPa Unit Weight 2000 psi 13.8 MPa Measured Specified (in.) FLOWABLE (°F) (°F) (%) (pcf) Truck No. Ticket #: Load # Time Batched Time Sampled 5:45 AM Age: Mm. Sample Mark: set 12 Made by jc Date Rec'd in Lab: Logged in by: Admixture - - Gallons of water added at by Specific Location TB # 14 Special Instructions/Remarks taken from overflow Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33941 8/9/2005 2x4 in 3.14 in 11,890 lbs 3790 psi 26.1 MPa 7 33942 8/11/2005 2x4 in 3.14in2 11,560 lbs 3680 psi 25.4MPa 29 33943 9/2/2005 2x4 in 4.00in2 16,110 lbs 5,130 psi 35.3MPa 29 33944 9/212005 2x4 in 4.001n2 16,410 lbs 5230 psi 36.0MPa 56 33945 9/29/2005 v 2x4 in 3.14in2 lbs psi MPa Comments 28 day test meets specifications. . .. Sampling and testing conducted in accordance with AS TM Standard designations: C31-91. C39-I nj 123 1-01. Checked by: Date: Reviewed by:____________ Carlos Acero ' 91i NO. C67031 01m Ex. 9/0/902 Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 00 Cn 7895 Convoy Court, Suite 18 San Diego 0A92111 I 182 Phone (858) 715-5800 Fax (858) 715-5810 ___ REPORT OF COMPRESSION TEST ' 2005 Sample Group'# A13063 Project Name Carlsbad - Aqua Dulce Ct_Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer ---------------*----------* Architect Sample Group Data Report of HS Grout Cylinders Placement Date 8/4/2005 Supplier/Plant PARAGON Mix Number Mix Description Mix Design . 2000 psi 13.8 MPa Specified Strength 2000 psi 13.8 MPa Measured Specified Slump (in.) FLOWABLE Air Temp (°F) Mix Temp (°F) Air Content (%) Unit Weight (pcf) Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: SET 10 Made by JC Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB # 15 Special Instructions/Remarks TAKEN FROM OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33931 8/9/2005 2x4 in 3.14 in, 13,470 lbs 4290 psi 29.6 MPa 7 33932 8/11/2005 2x4 in 3.14 in2 15,060 lbs 4800 psi 33.1 MPa 29 33933 9/2/2005 2x4 in 3.14 in 18,840 lbs 6000 psi 41.3 MPa 29 33934 9/2/2005 2x4 in 3.14 in 17,350 lbs 5530 psi 38.1 MPa 56 33935 9/29/2005 '. 2x4 in 3.14 in . lbs psi MPa Comments: 28 day test meets specifications. .. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C Checked by: Date: Reviewed by:_ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc C1231-- 617- -01. 6 willo~ No. C-67031 LU Exp. 9/3OI 4 ew Testing Engineers-USL CO 7895 Convoy Court, Suite 18 --- - -' San Diego, CA 92111 1826 Phone (858) 715-5800 Fax (858) 715-5810 C' I - REPORT OF COMPRESSION TEST I' ?fl Sample Group # A13061 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Placement Date 8/4/2005 Supplier/Plant paragon Mix Number Mix Description 4:1 (4sh-2ogau hopper) Mix Design 2000 psi 13.8 Specified Strength 2000 psi 13.8 Cylinders . Measured Specified Slump (in.) flowable Air Temp (°F) Mix Temp (°F) Air Content . (%) MPa Unit Weight (pcf) MPa Truck No. Ticket #: Load # Time Batched Time Sampled 2:50 PM Age: Mm. Sample Mark: SET 8 Made by JC Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location tb# 16 Special Instructions/Remarks TAKEN FROM OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33921 8/9/2005 2x4 in 3.14 in 6,710 lbs 2140 psi 14.7 MPa 7 33922 8/11/2005 2x4 in 3.14 in, 7,790 lbs 2480 psi 17.1 MPa 29 33923 9/2/2005 2x4 in 3.14102 9,930 lbs 3160 psi 21.8 MPa 29 33924 9/2/2005 2x4 in 3.141n2 9,250 lbs 2950 psi 20.3 MPa 56 33925 9/29/2005 .' 2x4 in 3.14 in' lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, Checked by: Date: Reviewed by:_____ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc (UV\ Testing Engineers-USL 7895 Convoy Court, Suite 18 1 San Diego, CA 92111 0 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13060 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor HS Engineer -....,.-.-... - Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description (4SK-2OGAL HOPPER) Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. - Ticket #: Load # Time Batched Time Sampled 2:33 PM Age: Mm. Sample Mark: .E.TJ Made by JC Date Recd in Lab: Logged in by: Admixture - Gallons of water added at by Specific Location TN # 16 Special Instructions/Remarks TAKEN FROM HOPPER Compression Laboratory Data --- - Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 5 33916 8/9/2005 2x4 in 3.14 in 16,610 lbs 7 33917 8/11/2005 2x4 in 3.14in2 17,390 lbs 29 33918 9/2/2005 2x4 in 3.141n2 22,280 lbs 29 33919 9/2/2005 2x4 in 3.14 in 19,800 lbs 56 339120 9/29/2005 1 2X4 in 3.14 in lbs Compressive Strength 5290 psi 36.4 MPa 5540 psi 38.2 MPa 7100 psi 48.9 MPa 6310 psi 43.5 MPa psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, C39- Checked by: Date: Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc C6j2Oi. c' S~kNES7i; .10 9/3OL RCE 1* No. C67031 OF CP''-' Testing Engineers-USL ' \ 7895 Convoy Court, Suite 18 2005 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 .-..' REPORT OF COMPRESSION TEST L Sample Group # a13056 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) flowable Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description j(sk-20galhqpper) Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pci) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 10:55 AM Age: Mm. Sample Mark: SET 3 Made by ..Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB #18 Special Instructions/Remarks TAKEN FROM HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33896 8/9/2005 2x4 in 314.00 in 7,720 lbs 2460 psi 16.9 MPa 7 33897 8/11/2005 2x4 in 3.14 in 10,180 lbs 3240 psi 22.3 MPa 29 33898 9/2/2005 2x4 in 3.14 in 12,950 lbs 4120 psi 28.4 MPa 29 33899 9/2/2005 . 2x4 in 3.14 in ' 15,230 lbs 4850 psi 33.4 MPa 56 33900 9/29/2005 v' 2x4 in 3.14in2 lbs psi MPa Comments: 28 clay meets specifi cations. . ,.4........ Sampling and testing conducted in accordance with AS TM Standard designations: C31-91. C39-8 C617 Checked by: Date: Reviewed by:________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 1231-01. I/ce No. C67 LU c EP.I3OI2 RCE - 4t- E14 OF '1l5 /c2'cjkNE S0 it o'CN llco ' 11& No. C-67031 II Exp. 9/30/(P RCE EN OFA1 C Testing Engineers-USL - 7895 Convoy Court, Suite 18 S? 205 San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # a13057 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4SK-20G.)__. Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 11:15AM Age: Mm. Sample Mark: SET 4 Made by JC Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB# 18 Special Instructions/Remarks TAKEN FROM OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33901 8/9/2005 2x4 in 3.141n2 8,340 lbs 2660 psi 18.3MPa 7 33902 8/11/2005 2x4 in 3.14i02 9,030 lbs 2880 psi 19.8MPa 29 33903 9/2/2005 2x4 in 3.14 in' 11.250 lbs 3580 psi 24.7 MPa 29 33904 9/2/2005 2x4 in 3.14in2 13,030 lbs 4150 psi 28.6MPa 56 33905 9/29/2005 v' 2x4 in 3.14mn2 lbs psi MPa Comments: .........\. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86,C k1787. Checked by: Date: Reviewed by:___________ Carlos Acero \ Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 78213 Phone (858) 715-5800 Fax (858) 715-5810 WIN WTV 3-M REPORT OF COMPRESSION TEST Sample Group # a13062 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor na Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) FLOWABLE Supplier/Plant paragon Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4jJ4SR.20GAL HOPPER)Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket#: Load # Time Batched Time Sampled 3:55 PM Age: Mm. Sample Mark: set9 Made by jc Date Recd in Lab: . Logged in by: Admixture Gallons of water added at ..-- Specific Location tb # 15 Special Instructions/Remarks taken fromhopper Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33926 8/9/2005 2x4 in 3.14in2 16,110 lbs 5130 psi 35.3 MPa 7 33927 8/11/2005 2x4 in 3.14 in 16,940 lbs 5390 psi 37.1 MPa 29 33928 9/2/2005 2x4 in 3.14 in 23,270 lbs 7410 psi 51.1 MPa 29 33929 9/2/2005 2x4 in 3.14 in, 23,570 lbs 7510 psi 51.7 MPa 56 33930 9/29/2005 .' 2x4 in 3.14 in' lbs psi MPa Comments: 28 day.test ,meetsspecifications. .- AC11JSampling and testing conducted in accordance with ASTM Standard designations: C31-91. C39-86, C61 -87 i— Checked by: Date: Reviewed by: - Carlos Acero . 9 t Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 ' 2. San Diego CA 92111 182Z U Phone (858) 715-5800 Fax (858) 715-5810 5 REPORT OF COMPRESSION TEST Sample Group # A13055 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled 9 25 AM Age: Mm. Sample Mark: Made by 5 Date Recd in Lab: Logged in by: Admixture - Gallons of water added at Specific Location TB # 19 Special Instructions/Remarks taken from overflow - Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 34066 8/9/2005 2x4 in 3.14in2 9,730 lbs 3100 psi 21.4 MPa 7 34067 8/11/2005 2x4 in 3.14 in 11,270 lbs 3590 psi 24.7 MPa 29 34068 9/2/2005 2x4 in 3.14 in, 16,100 lbs 5130 psi 35.3 MPa 29 34069 9/2/2005 2x4 in 3.14 in2 13,080 lbs 4170 psi 28.7 MPa 56 34070 9/29/2005 v 2x4 in 3.14 in lbs psi MPa Comments: 28 day test meets specifications. . Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, 417-87, f1 3 1-01. Checked by: Date: Reviewed by: Carlos Acero I Ic No. C-67031 cc Exp. 9/3Q RCE /_Qf:) : Copies: City of Carlsbad Dudek and Associates, Inc 0 (UV\ Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13059 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer .,.,.-.-...... --.. Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4:1(4SK-20 GAL HOPPER) Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. - - Ticket #: Load #Time Batched Time Sampled 1:00 PM Age: Mm. Sample Mark: SET 6 Made by JC Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB # 17 Special Instructions/Remarks TAKEN FROM OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33911 8/9/2005 2x4 in 3.14 in' 5,620 lbs 1790 psi 12.3 MPa 7 33912 8/11/2005 2X4 in 3.14in2 5,660 lbs 1800 psi 12.4 MPa 29 33913 9/2/2005 2x4 in 3.14 in 8,030 lbs 2560 psi 17.6 MPa 29 33914 9/2/2005 2x4 in 3.14in2 8,400 lbs 2680 psi 18.5 MPa 56 33915 9/29/2005 v 2x4 in 3.14 in lbs psi MPa Comments: 28 Sampling and testing conducted in accordance with ASTM Standard designations C31-91, C39-86, 417-87. Checked by: Date: Reviewed by:___________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc /(• No. C-67031 o1 Exp. 9/30/JJ& ' r -- Testing Engineers-USL 7895 Convoy Court, Suite 18 2005 San Diego, CA 92111 1826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # a13064 Project Name CarlsbadAgua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor na Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 Slump (in.) flowable Supplier/Plant paragon . Air Temp (°F) Mix Number Mix Temp (°F) Mix Description 4SK-20 GAL I-1OPPEf Air Content Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 5:30 AM Age: Mill. Sample Mark: SET 11 Made by JC Date Rec'd in Lab: . Logged in by: Admixture . Gallons of water added at by - Specific Location TB #14 Special Instructions/Remarks TAKEN FROM HOPPER Compression Laboratory Data - - Sample Lab No. Date Discard Dimensions . Test Area Max Load Compressive Strength Age Tested 5 33936 8/9/2005 2x4 in 3.14 in2 13,770 lbs 4390 psi 30.2 MPa 7 33937 8/11/2005 2x4 in 3.14 in' 14,580 lbs 4640 psi 32.0 MPa 29 33938 9/2/2005 2x4 in 3.14 in2 19,180 lbs 6110 psi 42.1 MPa 29 33939 9/2/2005 2x4 in 3.14in2 20,490 lbs 6530 psi 45.0 MPa 56 33940 9/29/2005 v' 2x4 in 3.14 in' lbs psi MPa Comments: 28 day test meets specifications. - - . .. • - .\...• •• - Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-81 C 231-01. Checked by: Date: Reviewed by: •1 - Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc HES r- No.C-67031 .0 Exp. 9/3OIg' Testing Engineers-USL (1q) 7895 Convoy Court, Suite 18 San Diego CA 92111 1825 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A13058 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer -.-.-.---.-------.--- Architect -.. ..--.......................... Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/4/2005 . Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description .l Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # Time Batched Time Sampled 12:40 PM Age: Mm. Sample Mark: SET 5 - Made by JC Date Recd in Lab: Logged in by: Admixture . Gallons of water added at by Specific Location TB # 17 Special Instructions/Remarks TAKEN FROM HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33906 8/9/2005 2x4 in .3.14 in' 11,280 lbs 3590 psi 24.7 MPa 7 33907 8/11/2005 2x4 in 3.14 in' 14,580 lbs 4640 psi 32.0 MPa 29 33908 9/2/2005 2x4 in 3.14 in 17,840 lbs 5680 psi 39.1 MPa 29 33909 9/2/2005 2x4 in 3.14 in 17,010 lbs 5420 psi 37.3 MPa 56 33910 9/29/2005 v' 2x4 in 3.14 in' lbs I psi MPa Comments: 28daytestmeetspecctns. .. ..\.............. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-8 C617-8 1231-01. Checked by: Date: Reviewed by:__________________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc ofrE No. C-67031 cc t Exp./3O,.G I RCE (uV\ Testing Engineers-USL j 7895 Convoy Court, Suite 18 San Diego, CA 92111 25 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST LF Sample Group # A12506 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 8/3/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (2F) Mix Number Mix Temp (2F) Mix Description 4:1 (4 94 LB BAGS TP 1 20 GAL HO Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength - .psi MPa Truck No. Ticket #: Load# Time Batched Time Sampled Age: Mm. Sample Mark: 8-389583 2 (SET OF.5) Made by DDM Date Recd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TB- 25 2ND LIFT Special Instructions/Remarks TAKEN © TIEBACK OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33856 8/6/2005 fl 2x4 in 3.14 in2 8,440 lbs 2690 psi 18.5 MPa 7 33857 8/10/2005 LI 2x4 in 3.14 in2 7,410 lbs 2360 psi 16.3 MPa 28 33858 8/31/2005 F-1 2x4 in 3.14 in2 9,930 lbs '3160 psi 21.8 MPa 28 33859 8/31/2005 fl 2x4 in 3.14 in2 7,890 lbs 2510 psi 17.3 MPa 56 33860 9/28/2005 fj 2X4in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. 11 Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, Checked by: Date: Reviewed by: [I Copies: City of Carlsbad Dudek and Associates, Inc No. C-67031 cc Exp.9/30LQCp J 31 ROF Compressive Strength 2450 psi 16.9 MPa 4230 psi 29.1 MPa 4700 psi 32.4 MPa 4660 psi 32.1 MPa psi MPa Testing Engineers-USL 7895 Convoy Court, Suite 18 / San Diego CA 92111 . 7828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A12505 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor NA Engineer Architect Sample Group Data Report of HSGrout_________ Cylinders Measured Specified Placement Date 8/3/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number Mix Temp (°F) Mix Description GALLON Air Content (%) Mix Design . 2000 psi 13.8 MPa Unit Weight (pcf) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket#: Load # Time Batched Time Sampled A9e: Min. Sample Mark: 8389583 ( SET OF 5) Made by 0DM Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TB-25 2ND LIFT Special Instructions/Remarks TAKEN @ HOPPER Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 3 33851 8/6/2005 2x4 in 3.141n2 7,680 lbs 7 33852 8/10/2005 . 2x4 in 3.14in2 13,270 lbs 28 33853 8/31/2005 2x4 in 3.14un2 14,750 lbs 28 33854 8/31/2005 2x4 in 3.14in2 14,630 lbs 56 33855 9/28/2005 v 2x4 in 3.14 in' lbs Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with A S TM Standard designations: C31-91, C39-8C617 C617 Checked by: . Date: Reviewed by:________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 1231-01 sOES c3I( No. C-67 rn Exp.9130110' I' Oir CX~_~f i U Testing Engineers-USL AUG 2 52005 7895 Convoy Court, Suite 18 r~ 1828 San Diego, CA 92111 DUDELKI& ASSO";- Phone (858) 715-5800 Fax (858) 715-5810 LLFIE D'OF ISC~i REPORT OF COMPRESSION TEST Sample Group # a12803 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect ------ Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Sample Group Data HS Grout Cylinders 7/9/2005 Slump PARAGON BLDG PRODUCTS Air Temo Mix Temp PORTLAND CEMENT Air Content 3000 psi 20.7 MPa Unit Weight 3000 psi 20.7 MPa Measured Specified (in.) (5F) (%) (pcf) Truck No. Ticket #: Load # Time Batched Time Sampled Age: _Min. Sample Mark: 7-9-05 89583 SET #1 1-5 Made by DDM Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location BEHIND LAGGING BETWEEN TB 24,25,26 Special Instructions/Remarks TAKEN AT OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33149 7/12/2005 fl 2x4 in 3.14 in2 10,410 lbs 3320 psi 22.9 MPa 7 33150 7/16/2005 LI 2x4 in 3.14 in2 14,100 lbs 4490 psi 30.9 MPa 28 33151 8/6/2005 LI 2x4 in 3.14 in2 19,620 lbs 6250 psi 43.1 MPa 28 33152 8/6/2005 LI 2x4 in 3.14 in2 17,420 lbs 5550 psi 38.2 MPa 56 33153 9/3/2005 R 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. .— Checked by: Date: Reviewed by: P. Lc' Date:_____ Carlos Acero Copies: Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 3 33134 7/11/2005 2x4 in 3.141n2 3,800 lbs 7 33135 7/15/2005 2x4 in 3.14 in, 6,020 lbs 28 33136 8/5/2005 2x4 in 3.14 in 2 7,610 lbs 28 33137 8/5/2005 2x4 in 3.14 in 7,090 lbs 56 33138 9/2/2005 2x4 in 3.14 in, 8,700 lbs Comments; 28 day test does notmeetspeciflcafion56 day testdoesno.t meet 28-cry Sampling and testing conducted in accordance with ASTM Standard designations: C31-91. C3986,\C Checked by: Date: Reviewed by:______ Carlos Acero Compressive Strength 1210 psi 8.3 MPa 1920 psi 13.2 MPa 2420 psi 16.7 MPa 2260 psi 15.6 MPa 2770 psi 19.1 MPa 7 231-01. NE No. C-87()31 Exp.9/3O/ 0 Testing Engineers-USL 7895 Convoy Court, Suite 18 / San Diego, CA 92111 . 1826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45481 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/8/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: - Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/7/05, 89583, SET #2 Made by DHL Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by. Specific Location TIE BACK #16 Special Instructions/Remarks TAKEN AT TB OVERFLOW - ................ Compression Laboratory Data Copies: City of Carlsbad . Dudek and Associates, Inc TE - USL U.S. LABS Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A14478 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/8/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 . MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/8 6 89853 Made by DHL Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TIE BACK #11 Specialinstructions/Remarks TAKEN @ TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33144 7/11/2005 . 2x4 in 3.14 in 5,170 lbs 1650 psi 11.4 MPa 7 33145 7/15/2005 2x4 in 3.14 in 6,410lbs . 2040 psi 14.1 MPa 28 33146 8/5/2005 2x4 in 3.14 in 8,650 lbs 2750 psi 18.9 MPa 28 33147 8/5/2005 2x4 in 3.14 in2 8,720 lbs 2780 psi 19.2 MPa 56 33148 9/2/2005 . 2x4 in 3.141n2 12,210 lbs 3890 psi 26.8 MPa Comments: 28 day test does not meet specifications. 56 day test meets 28-day Sampling and testing conducted in accordance with AS TM Standard designations: C31-91, Checked by: Date: Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc C1231-01. 910 (NE It No. C-67031 0 rn V1 Exp. 91301-2 ' Testing Engineers-USL I Im go 7895 Convoy Court, Suite 18 AUG 2 6 2005 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A14474 Project Name Carlsbad ..Agua .P .ulce C............. .................................................. Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/8/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No.Ticket #:Load #Time Batched Time Sampled Age: Min. Sample Mark: Made byDHLDate Rec'd in Lab:Logged in by: Admixture Gallons of water added at by Specific Location TIE BACk# 15 Special Instructions/Remarks TAKEN @ PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 33109 7/12/2005 fl 2x4 in 3.14in2 8,770 lbs 2790 psi 19.2 MPa 7 33110 7/15/2005 LI 2x4 in 3.14in2 16,470 lbs 5250 psi 36.2 MPa 28 33111 8/5/2005 2x4 in 3.14in2 17,000 lbs 5410 psi 37.3 MPa 28 33112 8/5/2005 LI 2x4 in 3.141n2 21,110 lbs 6720 psi 46.3 MPa 56 33113 9/2/2005 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets . specifications. .... Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. f - Checked by: Date: Reviewed by: I7 Date: CarlosAcero Conies: Measured Specified FLOWABLE TTi Testing Engineers-USL 17 7895 Convoy Court, Suite 18 AUG 2 ' 20 FIELD Z' 05 1828 San Diego, CA 92111 L J & A . ___________ Phone (858) 715-5800 Fax (858) 715-5810 _ REPORT OF COMPRESSION TEST Sample Group # A14475 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Sample Group Data HS Grout Cylinders 7/8/2005 Slump PARAGON Air Temp Mix Temp PORTLAND CEMENT Air Content 3000 psi 20.7 MPa Unit Weight 3000 psi 20.7 MPa Truck No. Ticket #: Sample Mark: 7-8 4 89853 Admixture Specific Location TIEBACK #15 Special Instructions/Remarks Load # Time Batched Made by DHL Gallons of water added a TAKEN @ OVERFLOW Time Sampled Date Rec'd in Lab: by Age: Mm. Logged in by: Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 33124 7/12/2005 El 2x4 in 3.14 1n2 6,770 lbs 2160 psi 14.9 MPa 7 33125 7/15/2005 Lii 2x4 in 3.14 in2 8,330 lbs 2650 psi 18.3 MPa 28 33126 8/5/2005 U 2x4 in 3.14 in2 10,510 lbs 3350 psi 23.1 MPa 28 33127 8/5/2005 El 2x4 in 3.14 in2 10,620 lbs 3380 psi 23.3 MPa 56 33128 9/2/2005 I 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date: l) - Carlos Acero Copies: Testing Engineers-USL Z A- 7895 Convoy Court, Suite 18 San Diego CA 92111 1828 L. Phone (858) (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A14480 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/8/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (F) Mix Number Mix Temp (9F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/8/05 8 89583 Made by DHL Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TIE BACK #10 Special Instructions/Remarks TAKEN © TB OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 33139 7/1212005 El 2x4 in 3.14 in2 8,030 lbs 2560 psi 17.6 MPa 7 33140 7/15/2005 El 2x4 in 3.14 in2 13,280 lbs 4230 psi 29.1 MPa 28 33141 8/5/2005 LIJ 2x4 in 3.14 in2 19,610 lbs 6250 psi 43.1 MPa 28 33142 8/5/2005 LI 2x4 in 3.14 in2 19,420 lbs 6180 psi 42.6 MPa 56 33143 9/2/2005 1 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date:_ Carlos Acero Copies: " Testing Engineers-USL rA'UG 2 5 2005 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 LUJOE!- __. ...- Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A14479 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength HS Grout 7/8/2005 PARAGON PORTLAND CENEMT 3000 psi 20.7 3000 psi 20.7 Cylinders Slump Air Temp Mix Temp Air Content MPa Unit Weight _____MPa Measured Specified FLOWABLE Truck No. Ticket #: - Sample Mark: 7/8/ 7 89583 Admixture Specific Location TIE BACK #10 Special Instructions/Remarks Load # Time Batched Time Sampled - Made by DHL Date Rec'd in Lab: Gallons of water added at by__________ TAKEN @ PUMP Age: Mm. Logged in by: Compression Laboratory Data Sample Lab No. Age 4 33119 7 33120 28 33121 28 33122 56 33123 Date Discard Dimensions Test Area Max Load Tested 7/12/2005 LI 7/15/2005 LI 8/5/2005 LI 8/5/2005 LI 9/2/2005 I Compressive Strength 2x4 in 3.14 in2 10,090 lbs 3210 psi 22.1 MPa 2x4 in 3.14 in2 15,000 lbs 4780 psi 32.9 MPa 2x4 in 3.14 in2 25,860 lbs 8240 psi 56.8 MPa 2x4 in 3.14 1n2 24,180 lbs 7700 psi 53.1 MPa 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P Date: Carlos Acero Conies: 1 Testing Engineers-USL (! 7895 Convoy Court, Suite 18 AUG m5 San Diego, CA 92111 7828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST -- Sample Group # A14476 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/8/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (2F) Mix Number Mix Temp (21F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: - Sample Mark: 7/8 5 89853 Admixture Specific Location TIE BACK #11 Special Instructions/Remarks Sample Lab No. Date Age Tested 4 33114 7/12/2005 7 33115 7/15/2005 28 33116 8/5/2005 28 33117 8/5/2005 56 33118 9/2/2005 Load # Time Batched Time Sampled - Made by DHL Date Rec'd in Lab: Gallons of water added at by__________ TAKEN © PUMP Compression Laboratory Data LI 2x4 in 3.14 in2 10,970 lbs 3490 psi LI 2x4 in 3.14 in2 14,110 lbs 4490 psi LI 2x4 in 3.14 in2 20,610 lbs 6560 psi LI 2x4 in 3.14 in2 20,430 lbs 6510 psi 2x4 in 3.14 in2 lbs psi Age: Mm. Logged in by: 24.0 MPa 30.9 MPa 45.2 MPa 44.9 MPa MPa Discard Dimensions Test Area Max Load Compressive Strength Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date:____ Carlos Acero Copies: 7V Testing Engineers-USL co W 7895 Convoy Court, Suite 18 San Diego, CA 92111 4 r c 1826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45480 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/8/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (2F) Mix Number Mix Temp (2F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load# Time Batched Time Sampled Age: Mm. Sample Mark: 7/7/05-89583 SET #1 Made by DHL Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TIE BACK #16 Special Instructions/Remarks TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 33129 7/12/2005 Li 2x4 in 3.14 in2 11,210 lbs 3570 psi 24.6 MPa 7 33130 7/15/2005 El 2x4 in 3.141n2 10,950 lbs 3490 psi 24.0 MPa 28 33131 8/5/2005 El 2x4 in 3.141n2 18,980 lbs 6040 psi 41.6 MPa 28 33132 8/5/2005 El 2x4 in 3.14 in2 19,010 lbs 6050 psi 41.7 MPa 56 33133 9/2/2005 l 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. 1) Checked by: Date: Reviewed by: 7 Date:_____ Carlos Acero Copies: 0 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 182B ___________ Phone (858) 715-5800 Fax (858) 715-5810 IIIIIIIIIIIIEFTWIM REPORT OF COMPRESSION TEST AtJG2 52005 C Sample Group # 45479 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Placement Date 7/7/2005 Slump Supplier/Plant PARAGON Air Temp Mix Number Mix Temp Mix Description PORTLAND CEMENT Air Content Mix Design 3000 psi 20.7 MPa Unit Weight Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Sample Mark: 717/05-89583 SET #2 Admixture Specific Location TIE BACK #17 Special Instructions/Remarks TAKEN AT TB OVERFLOW Measured Specified (in.) FLOWABLE (5F) (5F) (pcf) Age: Mm. Logged in by: Load # Time Batched Time Sampled Made by JT Date Recd in Lab: Gallons of water added at by___________ Sample Lab No. Age 5 33099 7 33100 28 33101 28 33102 56 33103 Compression Laboratory Data Compressive Strength 2x4 in 3.14 in2 6,620 lbs 2110 psi 2x4 in 3.14 in2 7,730 lbs 2460 psi 2x4 in 3.14 in2 12,000 lbs 3820 psi 2x4 in 3.14 in2 12,610 lbs 4020 psi in in2 lbs psi Date Discard Dimensions Test Area Max Load Tested 7/12/2005 1] 7/14/2005 LI! 8/4/2005 LI 8/4/2005 LI 9/1/2005 14.5 MPa 16.9 MPa 26.3 MPa 27.7 MPa MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Reviewed by: Date:_ Carlos Acero Copies: Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 7828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45478 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength HS Grout Cylinders 7/7/2005 PARAGON PORTLAND CEMENT 3000 psi 20.7 MPa 3000 psi 20.7 MPa Slump (in.) Air Temp (2F) Mix Temp (9F) Air Content (%) Unit Weight (pcf) Measured Specified FLOWABLE Truck No. Ticket #: - Load# Time Batched Time Sampled Age: Mm. Sample Mark: 717/05-89583 SET #1 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added a by_______________ Specific Location TIE BACK #17 Special Instructions/Remarks TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33104 7/12/2005 Lj 2x4 in 3.14 in2 5,160 lbs 1640 psi 11.3 MPa 7 33105 7/14/2005 Lii 2x4 in 3.14 in2 5,140 lbs 1640 psi 11.3 MPa 28 33106 8/4/2005 LI 2x4 in 3.14 in2 12,560 lbs 4000 psi 27.6 MPa 28 33107 8/4/2005 LI 2x4 in 3.14 l2 12,380 lbs 3940 psi 27.1 MPa 56 33108 9/1/2005 1 in in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by:zP' Date:__ Carlos Acero Copies: I • "a' I - 0 Testing Engineers-USL j AUG 2 5 2005 7895 Convoy Court, Suite 18 DUDEic & San Diego, CA 92111 L___..f.!.YD2 182B Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45475 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gem Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/6/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (5F) Mix Number Mix Temp (F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Sample Mark: 7/6/05-89583 SET #4 Admixture Specific Location TIE BACK #19 Special Instructions/Remarks TAKEN AT TIE BACK OVERFLOW Age: Mm. Logged in by: Load # Time Batched Time Sampled - Made by JT Date Rec'd in Lab: - -- - Gallons of water added at by_________ Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33022 7/11/2005 E 2x4 in 3.14in2 12,260 lbs 3900 psi 26.9 MPa 7 33023 7/13/2005 Lj 2x4 in 3.14in2 13,160 lbs 4190 psi 28.9 MPa 28 33024 8/3/2005 El 2x4 in 3.14in2 16,840 lbs 5360 psi 36.9 MPa 28 33025 8/3/2005 E 2x4 in 3.141n2 19,470 lbs 6200 psi 42.7 MPa 56 33026 8/31/2005 I1 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: Date: Carlos Acero Cooies: 0 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 EMMUM REPORT OF COMPRESSION TEST Sample Group # 45472 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/6/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PROD Air Temp (2F) Mix Number Mix Temp (2F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pci) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/6/05-89583 SET #1 Made by JT Date Recd in Lab: Logged in by: Admixture - Gallons of water added at by__________ Specific Location TIE BACK #20 Special Instructions/Remarks TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33037 7/11/2005 El 2x4 in 3.14 in2 15,420 lbs 4910 psi 33.8 MPa 7 33038 7/13/2005 EJ 2x4 in 3.141n2 16,490 lbs 5250 psi 36.2 MPa 28 33039 8/3/2005 LI 2x4 in 3.14 in2 17,340 lbs 5520 psi 38.0 MPa 28 33040 8/3/2005 LI 2x4 in 3.14 in2 22,610 lbs 7200 psi 49.6 MPa 56 33041 8/31/2005 9 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: - Date: - Carlos Acero Copies: U V -- tj Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 LUG 2 2005 7826 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45473 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength HS Grout 7/6/2005 PARAGON PORTLAND CEMENT psi 20.7 psi 20.7 Sample Group Data Cylinders Slump Air Temp Mix Temp Air Content MPa Unit Weight MPa Measured Specified (in.) FLOWABLE (9F) (F) (%) (pcf) Truck No. Ticket #: - Sample Mark: 7/6/05-89583 SET Admixture Specific Location TIE BACK #20 Special Instructions/Remarks Load # Time Batched Time Sampled Age: Mm. - Made by JT Date Recd in Lab: Logged in by: Gallons of water added at by________________ TAKEN AT TIE BACK OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33042 7/11/2005 LII 2x4 in 3.141n2 8,590 lbs 2740 psi 18.9 MPa 7 33043 7/13/2005 LI 2x4 in 3.14 in2 9,760 lbs 3110 psi 21.4 MPa 28 33044 8/3/2005 LI 2x4 in 3.14 in2 17,070 lbs 5440 psi 37.5 MPa 28 33045 8/3/2005 Li 2x4 in 3.14 in2 10,620 lbs 3380 psi 23.3 MPa 56 33046 8/31/2005 1 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: f -'.S Date: i Carlos Acero Copies: Testing Engineers-USL [1ib VE 7895 Convoy Court, Suite 18 San Diego, CA 92111 L AUG 9 2005 1828 Phone (858) 715-5800 Fax (858) 715-5810 DUY SOC. REPORT OF COMPRESSION TEST F,: OE Sample Group # 45474 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gene Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/6/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON Air Temp (9F) Mix Number Mix Temp (5F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: - Sample Mark: 7/6/05 - 89583 SET#3 Admixture Specific Location TIEBACK #19 Special Instructions/Remarks TAKEN AT PUMP Age: Mm. Logged in by: Load # Time Batched Time Sampled - Made by JT Date Rec'd in Lab: - Gallons of water added at by___________ Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33047 7/11/2005 LII 2x4 in 3.141n2 17,730 lbs 5650 psi 38.9 MPa 7 33048 7/13/2005 2x4 in 3.141n2 20,690 lbs 6590 psi 45.4 MPa 28 33049 8/3/2005 El 2x4 in 3.141n2 27,320 lbs 8700 psi 59.9 MPa 28 33050 8/3/2005 LI 2x4 in 3.14 in2 27,000 lbs 8600 psi 59.3 MPa 56 33051 8/31/2005 I 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: f' -( Date: — Carlos Acero Copies: Measured Specified FLOWABLE Testing Engineers-USL r JVL,. •1 7895 Convoy Court, Suite 18 I AUG 2 52005 San Diego, CA 92111 182e U Phone (858) 715-5800 Fax (858) 715-5810 DL... I.SS00. ___________ REPORT OF COMPRESSION TEST L__rk... CE Sample Group # 45476 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Sample Group Data HS Grout Cylinders 7/6/2005 Slump PARAGON Air Temp Mix Temp PORTLAND CEMENT Air Content 3000 psi 20.7 MPa Unit Weight 3000 psi 20.7 MPa Truck No. Ticket #: - Sample Mark: 7/6/05-89583 SET #5 Admixture Specific Location TIE BACK # 18 Special Instructions/Remarks TAKEN AT PUMP Load # Time Batched Made by JT Gallons of water added a Time Sampled Date Recd In Lab: by__________ Age: Mm. Logged in by: Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33032 7/11/2005 LI 2x4 in 3.14 in2 8,610 lbs 2740 psi 18.9 MPa 7 33033 7/13/2005 Li 2x4 in 3.14 in2 10,010 lbs 3190 psi 22.0 MPa 28 33034 8/3/2005 Li 2x4 in 3.14 in2 16,500 lbs 5250 psi 36.2 MPa 28 33035 8/3/2005 Lii 2x4 in 3.14 in2 15,970 lbs 5090 psi 35.1 MPa 56 33036 8/31/2005 2x4 in 3.14 in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. ,,- Checked by: Date:. Reviewed by: P. Date: -):5--- Carlos e Acero Copies: Measured Specified Slump (in.) FLOWABLE Air Temp (2F) Mix Temp (9F) Air Content (%) Unit Weight (pcf) Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 7828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45477 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Placement Date 7/6/2005 Supplier/Plant PARAGON Mix Number Mix Description PORTLAND CEMENT Mix Design 3000 psi 20.7 MPa Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: - Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/6/05-89583 SET #6 Made by JT Date Rec'd in Lab: Logged in by: Admixture - Gallons of water added at by__________ Specific Location TIE BACK #18 Special Instructions/Remarks TAKEN AT T.B OVERFLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33027 7/11/2005 LI 2x4 in 3.14 in2 7,540 lbs 2400 psi 16.5 MPa 7 33028 7/13/2005 LI 2x4 in 3.14 in2 8,840 lbs 2820 psi 19.4 MPa 28 33029 8/3/2005 LI 2x4 in 3.14 in2 13,160 lbs 4190 psi 28.9 MPa 28 33030 8/3/2005 LI 2x4 in 3.14 in2 12,690 lbs 4040 psi 27.8 MPa 56 33031 8/31/2005 1 in in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P t-1 Date: Carlos Acero Copies: - Testing Engineers-USL 7895 Convoy Court, Suite 18 G 2 2005 San Diego, CA 92111 1828 Phone (858)715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST - Sample Group # 45471 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PROD Air Temp (2F) Mix Number Mix Temp (9F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Sample Mark: 7/5/05, 89583 SET #4 Admixture Specific Location TIEBACK #21 Special Instructions/Remarks SAMPLE TAKEN AT T.B. OVER FLOW Load # Time Batched Time Sampled - Made by JT Date Recd in Lab: Gallons of water added at by_________________ Age: Mm. Logged in by: Sample Lab No. Age 3 32988 7 32989 28 32990 28 32991 56 32992 Compression Laboratory Data Date Discard Dimensions Test Area Max Load Tested 7/8/2005 LI 7/12/2005 [1 8/2/2005 Li 8/2/2005 8/30/2005 E Compressive Strength 2x4 in 3.14in2 4,680 lbs 1490 psi 10.3 MPa 2x4 in 3.14in2 5,580 lbs 1780 psi 12.3 MPa 2x4 in 3.141ri2 7,500 lbs 2390 psi 16.5 MPa 2x4 in 3.141ri2 7,400 lbs 2360 psi 16.3 MPa 2x4 in 3.14 in2 lbs psi MPa Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. - Checked by: Date: Reviewed by: P L-.~4/_ Carlos Acero Copies: Testing Engineers-USL ( 7895 Convoy Court, Suite 18 San Diego, CA 92111 7828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45468 Project Name Carlsbad - Agua Dulce Ct Consulting Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect,_______ _•, --------------------- Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Sample Group Data HS Grout Cylinders 7/5/2005 Slump Air Temp Mix Temp PORTLAND CEMENT Air Content 3000 psi 20.7 MPa Unit Weight 3000 psi 20.7 MPa Measured Specified (in.) FLOWABLE (°F) (°F) (%) (pcf) Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/5/05, 89583 SET #1 Made by JT Date Recd in Lab: Logged in by: Admixture Gallons of water added at by___, Specific Location TIE BACK #22 ' Special Instructions/Remarks TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 33003 7/8/2005 ' 2x4 in 3.14in2 15,780 lbs 5030 psi 34.7 MPa 7 33004 7/12/2005 2x4 in 3.14 in' 20,620 lbs 6570 psi 45.3 MPa 28 33005 8/2/2005 . 2x4in 3.14 in2 23,590 lbs 7510 psi 51.7 MPa 28 33006 8/2/2005 2x4 in 3.14 in2 25,900 lbs 8250 psi 56.8 MPa 56 33007 8/30/2005 v 2x4 in 3,14 in2 lbs psi MPa 'Comments: 28 dav test meets specifications Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01, Checked by: ' Date: Reviewed by: - Date:_____ CarlosAcero .1 Cooies: Testing Engineers-USL R E C E iiV E ED 7895 Convoy Court, Suite 18 San Diego, CA 92111 ____________ Phone (858) 715-5800 Fax (858) 715-5810 111P.1111111 W_—TVM REPORT OF COMPRESSION TEST F __________ SjijoU p#i!454.7-O Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz .Slope ....... . Gen Contractor Dudek and Associates Inc Sub-Contractor N/A J I I LL Engineer Architect ...........SEP AOC. O'FCE Sample, Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/5/2005 Slump (in.) , FLOWABLE Supplier/Plant PARAGON BUILDING PROD Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT Air Content (%) -... Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/5/05, 89583 SET 3 Made by JT Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location -TIEBACK #21 Special Instructions/Remarks SAMPLE TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 32993 7/8/2005 Li 2x4 in 3.14in2 13,230 lbs 4210 psi 29.b MPa 7 32994 7/12/2005 fl 2x4 in 3.14in2 16,370 lbs 5210 psi 35.9 MPa 28 32995 8/2/2005 Li 2x4 in 3.14 in, 21,600 lbs 6880 psi 47.4 MPa 28 32996 8/2/2005 Li 2x4 in 3.14in2 19,690 lbs 6270 psi 43.2 MPa 56 32997 8/30/2005 RV 2x4 in 3.14 in2 lbs psi MPa Comments: ..ythstee..specifications. . . ........, ............................................ Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, 61jj1 1231-01. isslo Checked by: Date: Reviewed by: Copies: City of Carlsbad Dudek and Associates, Inc PZE OF let Testing Engineers-USL RECEIVED 0 00 7895 Convoy Court, Suite 18 San Diego, CA 92111 SEP 1 2005 Phone7155800 Fax (858) 7155810 NLIW i.- REPORT OF COMPRESSION TEST ENGIN Sample Group # 45469 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen Contractor Dudek and Associates Inc Sub Contractor N/A Engineer Architect ........................................................... ir j. b LuuD Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/5/2005 Slump (in.) FLOWABLE Supplier/Plant Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design ..P°. ................ psi .20:7 .................... MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 7/5/05, 89583 SET #2 . Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TIEBACK #22 Special Instructions/Remarks TAKEN AT TIE BACK. Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 32998 7/8/2005 LI 2x4 in 3.141n2 9,550 lbs 3040 psi 20.9 MPa 7 32999 7/12/2005 2x4 in 3.14 in 14,490 lbs 4610 psi 31.8 MPa 28 33000 8/2/2005 LII 2x4 in 3.14 in 13,640 lbs 4340 psi 29.9 MPa 28 33001 8/2/2005 LI 2x4 in 3.14in2 18,310 lbs 5830 psi 40.2 MPa 56 33002 8/30/2005 LI 2x4 in 3.14in2 lbs. psi MPa Comments: 2.8 day test meets specification.. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, Checked by: Date: Reviewed bj,': Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 1-01. 01F ssto ( 913 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST tDilEiR SIp ?oo ,1 4 i Sample Group # 45469 Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/5/2005 Slump (in.) FLOWABLE Supplier/Plant Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT ..............Air Content (%) Mix Design 990 psi 20:7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 715105, 89583 SET #2 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TIE BACK #22 Special Instructions/Remarks TAKEN AT TIE BACK Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength 3040 psi 20.9 MPa 4610 psi 31.8 MPa 4340 psi 29.9 MPa 5830 psi 40.2 MPa psi MPa Age Tested 3 32998 7/8/2005 LI 7 32999 7/12/2005 Li 28 33000 8/2/2005 LI 28 33001 8/2/2005 Li 56 33002 8/30/2005 Li Comments: 2. pii•c. 2x4 in 3.14in2 9,550 lbs 2x4 in 3.14 1n2 14,490 lbs 2x4 in 3.14in2 13,640 lbs 2x4 in 3.14 in 18,310 lbs 2x4 in 3.14in2 lbs Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, 617 Checked by: Date: Reviewed by:______ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc )/1po f. SSIO4 Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111. 182 B Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Project Name Carlsbad - Agua Dulce Ct Consulting Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect I . / s 0 2005 I Sample Group # 45470-.. / Project No SD89583 Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Sample Group Data HS Grout Cylinders Measured Specified 7/5/2005 Slump (in.) FLOWABLE PARAGON BUILDING PROD Air Temp (°F) Mix Temp (°F) PORTLAND CEMENT ..,Air Content (%) 3000 psi 20.7 MPa Unit Weight (pcf) 3000 psi 20.7 MPa Truck No. Ticket #: Sample Mark: 7/5/05, 89583 SET Admixture Specific Location TIE BACK #21 Special Instructions/Remarks Load # Time Batched Time Sampled Age: Mm. Made by JT Date Rec'd in Lab: Logged in by: Gallons of water added at by SAMPLE TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 32993 7/8/2005 LI 2x4 in 3.14in2 13,230 lbs 4210 psi 29.0MPa 7 32994 7/12/2005 Liii 2x4 in 3.14 in 16,370 lbs. 5210 psi 35.9MPa 28 32995 8/2/2005 LI 2x4 in 3.14in2 21,600 lbs 6880 psi 47.4MPa 28 32996 8/2/2005 Li 2x4 in 3.141n2 19,690 lbs 6270 psi 43.2MPa 56 32997 8/30/2005 l 2x4 in 3.141n2 lbs psi MPa Comments: 28 .aytestmeets specifications. ........... Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, 617-8 1231-01. Checked by: Date: Reviewed by: _ Carlos Acero \ Copies: City of Carlsbad Dudek and Associates, Inc rifExp.9/3O' j: Testing Engineers-USL () 7895 Convoy Court, Suite 18 San Diego, CA 92111 1826 Phone (858) 715-5800 Fax (858) 715-5810 WIN WTV -3m REPORT OF COMPRESSION TEST Sample Group# 45471 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect -- Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 7/5/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PROD Air Temp (°F) Mix Number Mix Temp (°F) Mix Description PORTLAND CEMENT Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled .49e: Mm. Sample Mark: 7/5/05, 89583 SET #4 Made by JI Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TIEBACK #21 Special Instructions/Remarks SAMPLE TAKEN AT T.B. OVER FLOW Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 32988 7/8/2005 2x4 in 3.14in2 4,680 lbs 1490 psi 10.3 MPa 7 32989 7/12/2005 2x4 in 3.14 in2 5,580 lbs 1780 psi 12.3 MPa 28 32990 8/2/2005 2x4 in 3.14in2 7,500 lbs 2390 psi 16.5 MPa 28 32991 8/2/2005 2x4 in 3.14 in, 7,400 lbs 2360 psi 16.3 MPa 56 32992 8/30/2005 2x4 in 3.14 in 10,180 lbs 3240 psi 22.3 MPa Comments: 28daytestdoes ieet Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C61 Checked by: Date: Reviewed by: . Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 31-01. - -. fV Testing Engineers-USL . .. / 7895 Convoy Court, Suite 18 U San Diego, CA 92111 20C.5 Phone (858) 715-5800 Fax (858) 715-5810 oc REPORT OF COMPRESSION TEST Sample Group # 45465 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders . Measured Specified Placement Date 6/27/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PRODUCTS Air Temp (2F) Mix Number PORTLAND CEMENT Mix Temp (2F) Mix Description Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: -Min. Sample Mark: 6/27/05, 89583 SET #4 Made by JT Date Recd in Lab: Logged in by:. -- Admixture Gallons of water added at by_________________ Specific Location TIE BACK #12 Special Instructions/Remarks SAMPLE TAKEN AT TIE BACK Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 32815 6/30/2005 11 2x4 in 3.14 in2 2,810 lbs 890 psi 6.1 MPa 8 32816 7/5/2005 2x4 in 3.14 in2 3,560 lbs 1130 psi 7.8 MPa 28 32817 7/25/2005 El 2x4 in 3.14 in2 6,220 lbs 1980 psi 13.6 MPa 28 32818 7/25/2005 2x4 in 3.141n2 6,250 lbs 1990 psi 13.7 MPa 56 32819 8/22/2005 2x4 in 3.141n2 lbs psi MPa Comments: 28 day test does not meet specifications. 56 day test does not meet 28-day specifications. . * Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: '— Date:____ 31 Carlos Acero Copies: Testing Engineers-USL in 93 7895 Convoy Court, Suite 18 San Diego, CA 92111 182 Phone (858) 715-5800 Fax (858) 715-5810 AUG 2 5 2005 MOZZIEWTUEN REPORT OF COMPRESSION TEST DUDK & ASSOC. - - — SampIeGroup#!i4545. Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 6/27/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PRODUCTS Air Temp (°F) Mix Number PORTLAND CEMENT Mix Temp (°F) Mix Description Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Sample Mark: 6/27/05, 89583 SET #4 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TIE BACK #12 Special Instructions/Remarks SAMPLE TAKEN AT TIE BACK Sample Lab No. Age 3 32815 8 32816 28 32817 28 32818 56 . 32819 Compression Laboratory Data Date Discard Dimensions Test Area Max Load Tested 6/30/2005 LI 7/5/2005 LI 7/25/2005 LI 7/25/2005 LI 8/22/2005 LI Compressive Strength 2x4 in 3.14 in 2,810 lbs 890 psi 6.1 MPa 2x4 in 3.14in2 3,560 lbs 1130psi 7.8 MPa 2x4 in 3.141n2 6,220 lbs 1980 psi 13.6 MPa 2x4 in 3.14 in2 5,350 lbs 1700 psi 11.7 MPa 2x4 in 3.14 in lbs psi MPa Comments: 28 day test does not meet specilicatio Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C61 87, Checked by: Date: Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST LAUGi2005 I j Sample Group # 45462 Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 6127Q005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PRODUCTS Air Temp (°F) Mix Number PORTLAND CEMENT Mix Temp (°F) Mix Description Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 6/27/05,89583 SET #1 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location ROW #1 TIE BACK # 13 Special Instructions/Remarks TAKEN AT PUMP Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 32830 6/30/2005 Li 2x4 in 3.14 in 10,490 lbs 3340 psi 23.0 MP 7 32831 7/4/2005 Li 2x4 in 3.14in2 14,440 lbs 4600 psi 31.7 MP 30 32832 7/27/2005 Li 2x4 in 3.14in2 18,570 lbs 5910 psi 40.7 MP 30 32833 7/27/2005 LI 2x4 in 3.141n2 16,590 lbs 5280 psi 36.4MPE 56 32834 8/22/2005 R1 2x4 in 3.14 in lbs psi MP Comments: 28 .ayte... Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C6 3 1-01. Checked by: Date: Reviewed by:_______________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc No.C-67031 E87-0 0 o\' I bp. 9/30/ RcEJ Ar OF C1 Testing Engineers-USL / 77 57'- 7895 Convoy Court, Suite 18 San Diego, CA 92111 AUG 2 2005 Phone (858) 715-5800 Fax (858) 715-5810 1 REPORT OF COMPRESSION TEST Sample Group # 45464 Project Name Carlsbad - Agua Dulce Ct Consulting Project No 5D89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 6/27/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PRODUCTS Air Temp (°F) Mix Number PORTLAND CEMENT Mix Temp (°F) Mix Description Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 20.7 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 6/27/05-89583 SET 3 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location TIE BACK # 12 ROW #1 Special Instructions/Remarks TAKEN AT PUMP Compression Laboratory Data - - Sample Lab No. Age 3 32820 7 32821 30 32822 3Q 32823 56 32824 Date Discard Dimensions Test Area Max Load Tested 6/30/2005 ElI 7/4/2005 LI 7/27/2005 LI 7/27/2005 LI 8/22/2005 EI Compressive Strength 2x4 in 3•j4 j2 9,020 lbs 2870 psi 19.8 MPa 2x4 in 3.141n2 13,410 lbs 4270 psi 29.4 MPa 2x4 in 3.14 in 20,520 lbs 6540 psi 45.1 MPa 2x4 in 3.141n2 19,740 lbs 6290 psi 43.3 MPa 2x4 in 3.14 in lbs psi MPa Comments: 2.8dayestmetsspeçaos... Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, O6i Checked by: Date: Reviewed by:_____ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 03 7895 Convoy Court, Suite 18 1,. Sa 1826 n AUG 2 ) 2005 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 45460 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer Architect Sample Group Data Report of HS Grout Cylinders Measured Specified Placement Date 6/24/2005 Slump (in.) FLOWABLE Supplier/Plant PARAGON BUILDING PRODUCTS Air Temp (°F) Mix Number PORTLAND CEMENT Mix Temp (°F) Mix Description Air Content (%) Mix Design 3000 psi 20.7 MPa Unit Weight (pcf) Specified Strength 3000 psi 207 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: 6/24/05,89583 SET #1 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location #14 ROW #1 TIE BACK Special Instructions/Remarks SAMPLE TAKEN AT PUMP Compression Laboratory Data - Sample Lab No. Age 3 32773 7 32774 28 32775 28 32776 56 32777 Date Discard Dimensions Test Area Max Load Tested 6/27/2005 7/1J2005 7/22/2005 7/22/2005 8/19/2005 ; Compressive Strength 2x4 in 3.14 in 6,320 lbs 2010 psi 13.8 MPa 2x4 in 3.14in2 11,360 lbs 3620 psi 24.9 MPa 2x4 in 3.141n2 17,580 lbs 5600 psi 38.6 MPa 2x4 in 3.14in2 16,790 lbs 5350 psi 36.9 MPa 2x4 in 3.14 in, lbs psi MPa Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31-91. Checked by: Date: Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc C1231O1. 811 los NoC-67031 o% L 91301-CG - --=--. .' Testing Engineers-USL I:V dTI1 I cnI 7895 Convoy Court Suite 18 tT7U I I '- San Diego, CA 92111 182 Phone (858) 715-5800 Fax (858) 715-5810 L REPORT OF COMPRESSION TEST Sample Group # 50795 Project Name Carlsbad -_Agua Dulce Ct Consulting '. Project No S089583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor N/A Engineer - - Architect Sample Group Data Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength HS Grout Cubes 6/23/2005, ZAMBORELLI ON SITE MIX 47 BAG/25 H20 3000 psi 20.7 MPa 3000 psi 20.7 MPa Measured Specified Slump (in.) Air Temp (°F) Mix Temp (°F) Air Content (%). Unit Weight (pcf) Truck No. Ticket #: Load # Time Batched Sample Mark: , Made by DHL Admixture . . Gallons of water added a Specific Location TB 27 1ST LIFT Special Instructions/Remarks l Time Sampled Age: Mm. Date Recd in Lab: Logged in by: by Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 4 32717 6/27/2005 . . 1.97X1.98 in 3.90 in' 11,530 ibs 2960 psi 20.4 MPa 7 32718 6/30/2005 . 1.98X1.96 in 3.88 in2 16,690 ibs 4300 psi 29.6 MPa 28 32719 7/21/2005 1.98X1.96 in 3.88in2 22,680 ibs 5850 psi 40.3 MPa 28 32720 7/21/2005 1.97X1.96 in 3.86 1n2 20,550 lbs 5320 psi 36.7 MPa 56 32721 8/18/2005 :' in in2 lbs psi MPa 56 32722 8/18/2005 ;." in in2 lbs psi MPa Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39- , C61 C1231-01. Checked by: Date: Reviewed by: NES Carlos Acero No. C-67031 0 Copies: ' City of Carlsbad . Dudek and Associates, inc * RCE * . Testing Engineers-USL 7895 Convoy Court, Suite 18 2005 San Diego, CA 92111 1828 . Phone (858) 715-5800 Fax (858) 715-5810 - REPORT OF COMPRESSION TEST Sample Group # a13077 Project Name Carlsbad Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor na Engineer -*-.- Architect - ..............................- ............................ Sample Group Data Report of HS _Grout Cylinders Placement Date 5/5/2005 Slump (in.) Supplier/Plant paragon Air Temp (°F) Mix Number Mix Temp (°F) Measured Specified flowable Mix Description 4:1(4SK-20GAL HOPPER) Air Content Mix Design 2000 psi 18 MPa Unit Weight WD Specified Strength psi MPa Truck No. Ticket #: Load # Time Batched Time Sampled 525 PM Age: Mm. Sample Mark: set # 11 Made by jc Date Recd in Lab: Logged in by: Admixture Gallons of water added at by Specific Location tb #7 Special Instructions/Remarks taken from overflow .--- Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 5 33991 8/10/2005 2x4 in 3.14in2 11,070 lbs 3530 psi 24.3 MPa 7 33992 8/12/2005 2x4 in 3.14in2 18,070 lbs 5750 psi 39.6 MPa 28 33993 9/2/2005 2x4 in 3.141n2 23,410 lbs 7460 psi 51.4 MPa 28 33994 9/2/2005 2x4 in 3.14 1n2 26,880 lbs 8560 psi 59.0 MPa 56 33995 9/30/2005 ' 2x4 in 3.14in2 lbs psi MPa Comments: 28dy test meets specifications. _. ............................... Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-8 1-01. Checked by: Date: Reviewed by:________________________ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc RN Ui 0 No.C..07031 Et Exp.9/3/ TESTING ENGINEERS - SAN DIEGO, INC. A Bureau Veriras Company 7895 Convoy Court, Ste. 18, San Diego, CA, 92111 TELEPHONE: (858) 715-5800 FACSIMILE: (858) 715-5810 ____________ Geotechnical, Environmental, and Construction Materials Testing Engineers REPORT OF GROUT COMPRESSION TEST CLIENT: City Of Carlsbad PROJECT NO.: PROJECT: Rancho Santa Fe Road Slide LEGACY NO.: REPORT NO.: ADDRESS: FIELD ID: CONTRACTOR: CONTROL NO.: SUPPLIER: Superior Ready Mix DATE CAST: TECHNICIAN: Don Huyler LOCATION:** SOUTH END 1ST LIFT RETAINING WALL 38106-089583.01 a10587 3259277 09/05/2006 FIELD MIX DATA FIELD TEST DATA CLASS OF GROUT: 2000 PSI IN 28 DAYS FLOW, SEC. : NF MIX DESCRIPTION: GROUT 3/8" PLACEMENT VIA: NR MIX ID.: 8660 WEATHER: NR TICKET NUMBER: 25501 GROUT TEMP., °F: 85 TRUCK NUMBER: NR AIR TEMP., °F: 80 BATCH TIME: 12:13 PM ADD. WATER, GBT : 30 TIME SAMPLED: 01:30 PM ADMIXTURE: NF BATCH SIZE, C. V. : NR FIELD DATA BY: NR LABORATORY TEST DATA SPECIMEN I.D. AGE (DAYS) DATE LENGTH (INCHES) WIDTH (INCHES) AREA (SQ. IN.) TOTAL LOAD (POUNDS) COMPRESSIVE STRENGTH (psfl TYPE BREAK A 7 09/12/2006 3.38 2.94 9.94 18,830 1,890 7 00 B 7 09/12/2006 2.91 3.25 9.46 17,250 1,820 7 00 C 28 10/03/2006 3.20 2.82 9.02 24,430 2,710 7 00 D 28 10/03/2006 2.96 3.34 9.89 27140 2,750 7 00 E SP 09/05/2006 00 Type of Break: I-Specimen Acceptable 2-Specimen Manifestly Faulty * Denotes failure to meet strength specified on delivery ticket GBT =Gallons Before Test ** All dimensions and directions are approximate NR = Not Requested NF = Not Furnished Remarks Copy to Checked by: P vS Respectfu y submi d, TESTIN4 ENG/ERS - SAN DIEGO, INC. JXfr—) Carlos Acero, P.E. California RCE 67031 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts from our reports is reserved pending written approval. Our reports apply only to the strengths of the test speicmens and not to the in-situ strengths of the members identified in the "location". The results presented in this report pertain only to the specific items tested Report Generation Date: 10/512006 TESTING ENGINEERS - SAN DIEGO, INC. A Bureau Veritas Company 7895 Convoy Court, Ste. 18, San Diego, CA, 92111 TELEPHONE: (858) 715-5800 FACSIMILE: (858) 715-5810 Geotechnical, Environmental, and Construction Materials Testing Engineers REPORT OF CONCRETE COMPRESSION TEST CLIENT: PROJECT: ADDRESS: CONTRACTOR: SUPPLIER: TECHNICIAN: LOCATION:** City of Carlsbad Carlsbad-RSF Road Slide Kurtz Slope Failure, Carlsbad, CA Superior Ready Mix 006 Raymond Cecena RETAINING WALL FOOTINGS, OLD RANCHO SANTA FE RD, SET #1 PROJECT NO.: 38105-089583.00 LEGACY NO.: 89583 REPORT NO.: 2 FIELD ID: A15014 CONTROL NO.: 3258298 DATE CAST: 08/28/2006 FIELD MIX DATA FIELD TEST DATA SLUMP, INCHES : 4 3/4 PLACEMENT VIA: NR WEATHER: NR AIR CONTENT, %: NR UNIT WT., PCF : NR CONC. TEMP., °F : 77 AIR TEMP., °F : 68 ADD. WATER, GBT : 5 ADMIXTURE: CLASS OF CONCRETE (Spec): 3250 PSI IN 28 DAYS CLASS OF CONCRETE (Delivered): 3250 PSI IN 28 DAYS MIX DESCRIPTION: 3250 PSI 3 PUMP MIX ID: 2GP-I TICKET NUMBER: 30838 TRUCK NUMBER: 253 BATCH TIME: 06:11 AM TIME SAMPLED: 07:31 AM BATCH SIZE, C. Y LABORATORY TEST DATA SPECIMEN AGE I.D. (DAYS) DATE DIA. (IN.) AREA (SQ. IN.) TOTAL LOAD (POUNDS) COMPRESSIVE STRENGTH (PSI) TYPE BREAK A 7 09/04/2006 6.00 28.27 87,440 3,090 7 B 14 09/11/2006 6.00 28.27 99,410 3,520 7 C 28 09/25/2006 6.00 28.27 107,200 3,790 7 D 28 09/25/2006 6.00 28.27 113,560 4,020 7 Tyøe Break: ]-Cone, 2-Cone and Solit. 3-Cone and Shear. 4-Shear. 5-Columnar. 6-Unusual Fracture. 74nbonded Cao Weight of Cylinder "A" in pounds: NR SP = Spare NR = Not Requested NF = Not Furnished GBT = Gallons Before Test * Denotes failure to meet strength specified on delivery ticket ** All dimensions and directions are approximate Remarks: Material was sampled by a representative of this laboratory. Respec Ily supr iitted, TEST! ENp NEERS - SAN DIEGO, INC. Carlos Acero, P.E. c California RCE 67031 Checked by: As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. Authorization for publication of statements, conclusions or extracts from our reports is reserved pending writte n a p p r o v a l . Our reports apply only to the strengths of the test cylinders and not to the in-situ strengths of the members identified in the "location". The results presented in this report pertain only to the specific items tested Report Generation Date: 9127/2006 Copy to CO ) Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 51070 Project Name Rancho Santa Fe N- Ph 2- MTLS T&I Project No •SD80983 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P.O.# P114510 Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 11/23/2005 Slump (in.) 5.50 Supplier/Plant SUPERIOR Air Temp (°F) Mix Number 57P Mix Temp (°F) Mix Description 7 SK Air Content (%) Mix Design 4000 psi 27.6 MPa Unit Weight (pcf) Specified Strength 4000 psi 27.6 MPa Truck No. Ticket #: Load# 3 Time Batched Time Sampled Age: Mm. Sample Mark: SET 2 Made by LE Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location MEADOWLARK PUMP STATION, 3RD LIFT Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 36242 11/30/2005 U 6x12in 28.27 in 109,130.Ibs 3860 psi 26.6 MPa 28 36243 12/21/2005 U 6x121n 28.27in2 149,440 lbs 5290 psi 36.4 MPa 28 36244 12/21/2005 Li 6x12 in 28.27 1n2 ' 154,920 lbs 5480 psi 37.8 MPa 56 36245 1/18/2006 j 6x12in 28.27 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: -.( Date: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc FCI Constructors Testing Engineers-USL. 7895 Convoy Court, Suite 18 San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 51071 Project Name Rancho Santa Fe N- Ph 2- MTLS T&I Project Address Rancho Santa Fe North Project No 5D80983 Gen. Contractor Engineer Client P. O.# P114510 Sub-Contractor N/A Architect Sample Group Data Report of Concrete Cylinders . Measured Specified Placement Date 11/23/2005 Slump (in.) 4.50 Supplier/Plant SUPERIOR Air Temp (°F) Mix Number 57P Mix Temp (°F) Mix Description 7 SK Air Content (%) Mix Design 4000 psi 27.6 MPa Unit Weight (pcf) Specified Strength 4000 psi 27.6 MPa - Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: SET 3 Made by LE Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at -- by________________ Specific Location BRIDGE ABUTMENT #1 (RIGHT) Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 36246 11/30/2005 LI 6x12in 28.27 in 103,280 lbs 3650 psi 25.1 MPa 28 36247 12/21/2005 Lii 6x12in 28.271n2 150,050 lbs 5310 psi 36.6 MPa 28 36248 12/21/2005 LI 6X12in 28.27in2 149,230 lbs 5280 psi 36.4 MPa 56 36249 1/16/2006 J 6x12 in 28.27 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by:_________________ Date: i2_ Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc FCI Constructors Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 7828 Phone (858) 715-5800 Fax (858) 715-5810 _l uI-I REPORT OF COMPRESSION TEST Sample Group # 51069 Project Name Rancho Santa Fe N- Ph 2- MTLS T&I Project No 5D80983 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A Engineer Architect Client P.O.# P114510 Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date. 11/23/2005 Slump (in.) Supplier/Plant SUPERIOR Air Temp (°F) Mix Number 57P -Mix Temp (°F) Mix Description 7 SK Air Content (%) Mix Design 4000 psi 27.6 MPa Unit Weight (pct) Specified Strength 4000 psi 27.6 MPa Truck No. Ticket #: Load # Time Batched Time Sampled Age: Mm. Sample Mark: SET 1 Made by LE Date Rec'd in Lab: Logged in by: Admixture . Gallons of water added at by Specific Location MEADOWLARK PUMP STATION, iSlAND 2ND LIFTS Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 36238 11/30/2005 LII 6x121n 28.271n2 106,580 lbs 3770 psi 26.0 MPa 28 36239 12/21/2005 LI 6x121n 28.271n2 141,220 lbs 5000 psi 34.5 MPa .28 36240 12/21/2005 LI 6x12in 28.27 in 145,250 lbs. 5140 psi 35.4 MPa 56 36241 1/18/2006 II 6x12in 28.27in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testind conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date:_ Reviewed by: Date: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc • FCI Constructors Testing Engineers-USL CO rA 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 —IuI--I— REPORT OF COMPRESSION TEST Samp "i'ED JAN 1 0 2006 DUDEK & ASSOC. FIELD OFFICE Ie Group # 5T8 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor n/a Engineer Architect - Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 11/18/2005 Slump (in.) 5.50 Supplier/Plant SUPERIOR Air Temp (°F) Mix Number 5596 560-C-3250 Mix Temp (°F) 78 Mix Description Air Content (%) Mix Design 3250 psi 22.4 MPa Unit Weight (pcf) Specified Strength 3250 psi 22.4 MPa Truck No. 384 Ticket #: 16117 Load# 7 Time Batched Time Sampled Age: Mm. Sample Mark: 102125 11-18-05 Made by LE Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by_______________ Specific Location TYPE 1 RETAINING WALL #2 (STEM) Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested .7 36163 11/25/2005 Lii 6x12in 28.27in2 88,630 lbs 3140 psi 21.6 MPa 28 36164 12/16/2005 El 6x121n 28.271n2 119,890 lbs 4240 psi 29.2 MPa 28 36165 12/16/2005 11 6x121n 28.27in2 117,750 lbs 4170 psi 28.7 MPa 56 36166 1/13/2006 6x12in 28.27 in lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P L_.f Date: Carlos Acero : Copies: City of Carlsbad Dudek & Associates, Inc. Testing Engineers-USL 7895 Convoy Court, Suite 18 RECEIVED San Diego, CA 92111 1828 Phone (858) 715-5800 Fax (858) 7155610 JAN 10 2006 REPORT OF COMPRESSION TEST DUDEK & ASSOC. FIELD OFFICE Sample Group # 510S8 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No SD102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor n/a Engineer Architect Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 11/18/2005 / Slump (in.) 5.50 Supplier/Plant SUPERIOR Air Temp (°F) Mix Number 5596 560-C-3250 Mix Temp (°F) 78 Mix Description Air Content (%) Mix Design 3250 psi 22.4 MPa Unit Weight (pcf) Specified Strength 3250 psi 22.4 MPa . Truck No. 384 Ticket#: 16117 Load# 7 Time Batched Time Sampled Age: Min. Sample Mark: 102125 11-18-05 Made by LE Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TYPE 1 RETAINING WALL #2 (STEM) Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 36163 11/25/2005 El 6x12in 28.27 in, 88,630 lbs 3140 psi 21.6 MPa 28 36164 12/16/2005 El 6x12in 28.271n2 119,890 lbs 4240 psi /29.2MPa 1,205P*; 28 36165 12/16/2005 Li 6x12in 28.27in2 117,750 lbs ( 4170 psi " 28.7MPa) AVE28-dqy 56 36166 1/13/2006 IJ 6x12in 28.27 in lbs p - MPa, Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C1231.01. Checked by: Date: Reviewed by: 72 Date:_) Carlos Acero etry 9 f 6RLSSO ?RoJEcr#3907 FRA,vi 5o.-7Dfl CMR4ertiM A-S q . Copies: City of Carlsbad • Dudek & Associates, Inc. WALt *Z ('RW2') WALL S7,(4 U1 E PtU JSL Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858)715-5810 REPORT OF COMPRESSION TEST Sample Group # 51058 Project Name Carlsbad- Agua Dulce Ct Consulting-Mtls Project No 5D102125 Project Address Kurtz Slope Failure Gen. Contractor Dudek & Associates, Inc. Sub-Contractor n/a Engineer Architect JAN 1 DUDEK & ASSOC Report of Placement Date Supplier/Plant Mix Number Mix Description Mix Design Specified Strength Concrete 11/18/2005 SUPERIOR 5596 560-C-3250 3250 psi 22.4 3250 psi 22.4 Sample Group Data Cylinders Slump Air Temp Mix Temp Air Content MPa Unit Weight ____MPa Measured Specified (in.) 5.50 (°F) (°F) 78 (pcf) Truck No. 384 Ticket #: 16117 Load# 7 Time Batched Time Sampled Age: Mm. Sample Mark: 10212511-'18-05 Made by LE Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by________________ Specific Location TYPE 1 RETAINING WALL #2 (STEM) Special Instructions/Remarks . Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 36163 11/25/2005 LI 6x12in 28.27in2 88,630 lbs 3140 psi 21.6MPa 28 36164 12/16/2005 j 6x121n 28.27in2 119,890 lbs 4240 psi 29.2MPa 28 36165 12/16/2005 Liii 6x121n 28.27 in 117,750 lbs 4170 psi 28.7MPa 56 36166 1/13/2006 W 6x12in 28.27in2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: P Date:_ 2 - Carlos Acero Copies:. City of Carlsbad Dudek & Associates, Inc. Testing Engineers-USL CO 7895 Convoy Court, Suite 18 San Diego, CA 92111 _ Farm _____ Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 43143 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc - Sub-Contractor N/A Engineer Architect Sample Group Data I CITY OF CARLsuAt) 1 ENCIN G i::I'.uITMu;T L CM&l DIVISION Report of Concrete Cylinders Measured Specified Placement Date 9/13/2005 Slump (in.) 4.50 4.00 Supplier/Plant SUPERIOR Air Temp (°F) Mix Number 8665P Mix Temp (°F) Mix Description 3/8" Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pcf) Specified Strength 2500 psi 17.2 MPa Truck No. 230 Ticket #: 7875 Load # 1 Time Batched 1:47 PM Time Sampled 2:55 PM Age: Mm. Sample Mark: 9/13/05-89583 SET 1 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at by ______ Specific Location SOLDIER BEAM 56-60 FOUNDATION Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Age Tested 7 34905 9/20/2005 28 34906 10/11/2005 28 34907 10/11/2005 56 34908 11/8/2005 v. Comments: ,QYJ meets specifications. 6x12 in 28.27 in, 79,910 lbs 6x12 in 28.271n2 112,540 lbs 6x12 in 28.27 in 123,160 lbs 6x12 in 28.27 in, lbs Compressive Strength 2830 psi 19.5 MPa 3980 psi 27.4 MPa 4360 psi 30.0 MPa psi MPa Sampling and testing conducted in accordance with A STM Standard designations: C31-91, C39-86, C617-87, C1231-01. Checked by: Date: Reviewed by: f S' Date: 10.—iJ'-' CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc Testing Engineers-USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # 43143 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc - Sub-Contractor N/A Engineer Architect Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 9/13/2005 Slump (in.) 4.50 4.00 Supplier/Plant SUPERIOR Air Temp (°F) Mix Number 8665P Mix Temp (°F) Mix Description .L Air Content (%) Mix Design 2500 psi 17.2 MPa Unit Weight (pci) Specified Strength 2500 - psi 17.2 MPa Truck No. 230 Ticket #: 7875 Load # 1 Time Batched 1:47 PM Time Sampled 2:55 PM Age: Mm. Sample Mark: 9/13/05-89583 SET 1 Made by JT Date Rec'd in Lab: Logged in by: Admixture Gallons of water added at Specific Location SOLDIER BEAM 56-60 FOUNDATION Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 34905 9/20/2005 . 6x12 in 28.27 in, 79,910 lbs 2830 psi 19.5 MPa 28 34906 10/11/2005 : 6x12in 28.27 in, 112,540 lbs 3980 psi 27.4 MPa 28 34907 10/11/2005 . 6x12 in 28.27in2 123,160 lbs 4360 psi 30.0 MPa 56 34908 11/8/2005 V 6x12in 28.27in2 lbs psi MPa Comments: 28day test meets pecffications._ Sampling and testing conducted in accordance with ASTM Standard designations: C31-91. C39-86, C617-87, C1231-01. Checked by: . Date: Reviewed by: j2 S Date: I _- CarlosAcero Copies: City of Carlsbad Dudek and Associates, Inc ILLS LIABS' Testing Engineers..USL 7895 Convoy Court, Suite 18 San Diego, CA 92111 Phone (858) 715-5800 Fax (858) 715-5810 REPORT OF COMPRESSION TEST Sample Group # A12870 Project Name Carlsbad - Agua Dulce Ct Consulting Project No SD89583 Project Address Kurtz Slope Failure Gen. Contractor Dudek and Associates, Inc Sub-Contractor HS Engineer ____--------..---. Architect Sample Group Data Report of Concrete Measured Specified Placement Date 8/6/2005 Slump (in.) Supplier/Plant PARAGON BLDG PRODUCTS Air Temp (°F) Mix Number . Mix Temp (°F) Mix Description 4 SACK / 20GALLON Air Content (%) Mix Design 2000 psi 13.8 MPa Unit Weight (pcI) Specified Strength 2000 psi 13.8 MPa Truck No. Ticket #: Load # POT 1 Time Batched Time Sampled 2:40 PM Age: Mm. Sample Mark: 5-8-6 Made by LE Date Recd in Lab: Logged in by: Admixture Gallons of water added at by - Specific Location T. B. 10 2ND LIFT HOPPER Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 3 34036 8/9/2005 2x4 in 3.14 in 9,200 lbs 2930 psi 20.2 MPa 7 34037 8/13/2005 2x4 in 3.14 in, 11,850 lbs 3770 psi 26.0 MPa 28 34038 9/3/2005 . 2x4 in 3.14 in' 14,980 lbs 4770 psi 32.9 MPa 28 34039 9/3/2005 2x4 in 3.14in2 22,520 lbs 7170 psi 49.4 MPa 56 34040 10/1/2005 v' 2X4 in 3.14in2 lbs psi MPa Comments: 28 day test meets specffications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91 C39-JC1 Checked by: Date0/ Reviewed by: Carlos Acero Copies: City of Carlsbad Dudek and Associates, Inc 1-01 - 4darJo NES 0 No- C-67031 0 Mm ( xp.9i30I.J RCE 1* 'Z ENGN OF Compression Laboratory Data Discard Dimensions Test Area Max Load 6x121n 28.27in2 116,920 lbs 6x121n 28.27 in2 156,280 lbs 6x121n 28.27 in" 164,170 lbs 6x12in 28.27 in lbs Compressive Strength 4140 psi 28.5 MPa 5530 psi 38.1 MPa 5810 psi 40.0 MPa psi MPa Sample Lab No. Date Age Tested 7 36379 12/9/2005 28 36380 12/30/2005 28 36381 12/30/2005 56 36382 1/27/2006 RECEIVED. Testing Engineers-USL 7895 Convoy Court, Suite 18 JAN 1 0 2006 * San Diego, CA 92111 DUDEK & Assoc. Phone (858) 715-5800 Fax (858) 715-5810 FIELD OFFICE REPORT OF COMPRESSION TEST Sample Group # A13886 Project Name Rancho Santa Fe N- Ph 2- MTLS T&I Project No SD80983 Project Address Rancho Santa Fe North Gen. Contractor Sub-Contractor N/A * Engineer Architect Client P. 0. # P114510 Sample Group Data Report of Concrete Placement Date 12/2/2005 Supplier/Plant SUPERIOR Mix Number 57P Mix Description 660-C-4000P 7 SK Mix Design 4000 psi 27.6 Specified Strength 4000 psi 27.6 Cylinders Measured Specified Slump (in,) 4.00 Air Temp (°F) Mix Temp (°F) 73 Air Content (%) MPa Unit Weight (pci) MPa Truck No. 668 Ticket #: 17658 Load# 2 Time Batched 10:16AM Time Sampled 11:00 AM Age: Mm. Sample Mark: BLUE S - Made by LE Date Rec'd in Lab: -- - Logged in by: . Admixture POZZ 5 Gallons of water added at START by Pumper Specific Location DECK @ MEADOWLARK PUMP STATION VAULT Special Instructions/Remarks - Comments: Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C617-87, C12 3 1 - 0 1 . Checked by: Date: Reviewed by: F ,1ST * Date: L /_ 3/ ô * * * CarlosAcero • *l - * * * . - .- - 5-.--- -..*.---•.--•..-**•-- -* -. Copies: . . Cityof Carlsbad * Dudek and Associates, Inc . FCI Constructors . -