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Home My WebLink About3673; POINSETTIA LANE REACH C; PHYSICAL PROPERTIES OF SOILS & AGGREGATE; 2003-11-120 1 .3 / 3 v1 Testing Engineers - San Diego, Inc. Established 1946 Date November 12, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A ( NoC59908 Report No: 6275 Exp./thiIo3 ENGINEER: CHAD DAVIS, CIVIL ENGINE R 0.0 FC REVIEWED ME AD MAC ~OLOU, STAFF GEOLOG Lab No: 10337 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/7/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 1117/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: P.M. SAMPLE WESTBOUND STA 158+50 Sieve % Passing Size Accumulative * Stecification 1" 100 100 3/4" 94 90-100 1/2" 73 3/8" ' 61 50-80 NO. 4 45 35-60 8 39 16 32** 10-30 30 25 50 19 100 13 200 8.8 2-9 RECEIVED DEC -9 2003 Jesting Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [8581 7 15-58 10 ----- Testing Engineers - San Diego, Inc. Established 1946 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 30 25 MIN. Calif 217- Durability Index, Coarse 80 35 MIN. Calif 229- Durability Index, Fine 40 35 MIN. Calif 229- R-Value 85 78 MIN. Calif 301 *SPECIFICATION/COMMENTS: R-VALUE IS WAIVED IF SAND EQUIVALENT =1> 55• ** DOES NOT FALL WITHIN SPECIFIED LIMITS. Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENTS PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION POINSETTIA LANE WESTBOUND STA 158+50 SAMPLE DESCRIPTION CLASS 2 AGGREGATE BASE SAMPLED BY TESD ________________________ TESD PROJ. NO. 51003 DATE RECEIVED 11/712003 LAB NUMBER 10337 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 350 350 350 6.7 7.1 6.3 125 2 124.8 115.9 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) . R-Value (corrected) 0.07. 0 0.13 0.22 0.231 0.19 286 2101 470 85 841 87 EXPANSION PRESSURE 2.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 EXUDATION PRESSURE w 100 80 60 LU 40 w 20 Ix U 0 CHAD MICHAEL DAVIS No. C Exp/ ?I,? kciv(i. 0 50 100 150 200 250 300 350 400 450 50 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX R-VALUE BY EXUDATION R-VALUE BY EXPANSION R-VALUE AT EQUILIBRIU 4:5. ENGINEER: CHAD DAVIS, CIVIL ENGINEER N/A Reviewed ________ 85 MEHRZAD MAHSOUDLOU, STAFF GEOLOGIST Testing Engineers - San Diego, Inc. Established 1946 Date: November 12, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6274 ENGINEER: CHAD DAVIS CIVIL N ER REVIEWED: MEHRZAD'MAGSO OU, STAFF G CHAD MICHAEL DAVIS No. C 599Q8 Ewl cIft Lab No: 10336 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/7/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/7/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: A.M. SAMPLE EASTBOUND STA 160+50 Sieve % Passing Size Accumulative * Specification 1" 100 100 3/4" 93 90-100 1/2" 75 3/8" 64 50-80 NO.4 51 35-60 8 44 16 35** 10-30 30 28 50 21 100 15 200 9.6 ** 2-9 Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858:1 715- 5 8 1 0 Testing Engineers - San Diego, Inc. Established 1946 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 29 25 MIN. Calif 217- Durability Index, Coarse 82 35 MIN. Calif 229- Durability Index, Fine 48 35 MIN. Calif 229- R-Value 84 78 MIN. Calif 301 *SPECIFICATION/COM]y.4NTS: R-VALUE IS WAIVED IF SAND EQUIVALENT =1> 55. ** DOES NOT FALL WITHIN SPECIFIED LIMITS. lesting Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810. _____ ----- ----- ----- ----- ----- ----- ----- ----- --- ----- ____. -- ----- ----- ----- ----- ----- ----- ----- ----- ----- ____. ----- _____ ----- ----- ____. ----- ----- _____ ----- ____. ----- ----- ----- ----- ____. _____ ----- _____ ----- ____. ----- ----- ----- ----- ____. ----- ----- ----- ----- ----- _____ _____ ----- ----- V _____ ----- ----- ----- ---------- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- _____ ----- ----- ----- n---- ----- ----- ----- ----- R VALUE BY EXPANSION Testing Engineers - San Diego, Inc. Established 1946 Date: November 12, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6278 Ac)) ENGINEER: CHAD DAVIS, CIVIL EN INE DAVIS fl No. REVIEWED: MEHRZAD MAGSOUDL , STAFF GEOLOGIS Lab No: 10346 .. 6w Project: POINSETTIA LANE - REACH C FCA Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/10/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/10/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: POINSETTIA WESTBOUND N. CURB STA 150+90 (A.M. SAMPLE) Sieve % Passing Size Accumulative * Snecification 1" 100 100 3/4' 94 90-100 1/2" 75 3/8" 66 50-80 NO.4 52 35-60 8 43 16 33** 10-30 30 25 50 19 100 12 200 7.9 2-9 Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92 I I [858] 715-5800 Fax [858] 715-5810 - Testing Engineers - San Diego, In~,, Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-358573675 SAMPLE LOCATION POINSETFJA LANE WESTBOUND, NORTH CURB, STA 150+90 SAMPLE DESCRIPTION CLASS 2 AGGREGATE BASE - - - SAMPLED BY TESD ________________________ TESD PROJ. NO. 51003 DATE RECEIVED 11/10/2003 LAB NUMBER 10346 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pci) 350 3501, 350 6.4 6.9 6.1 136.2 136.9 136.9 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0 0 0.17 0.23 0.25 0.22 4.10. 230 650 85 83 85 EXPANSION PRESSURE 2.0 Lu 1.5 ca >-- uJ w 0 1.0 >dt. o 0.5 U) 0.0 0.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) EXUDATION PRESSURE Testing Engineers - San Diego, Inc. Established i946 . Date: November 12, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6279 ENGINEER: CHAD DAVIS, CIJL ENGINEER CHAD WdCHAEL DAVIS No. C AW 2 Exp. 1O3 10347 1AC POINSETTIA LANE - REACH C CARLSBAD, CALIFORNIA Date: 11/10/03 By: TESD CLASS II BASE AGGREGATE Date: 11/10/03 By: TESD WYROC, SAN MARCOS POINSETTIA WESTBOUND N. CURB STA 159+00 (P.M. SAMPLE) REVIEWED: Lab No: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: ,ST Sieve % Passing Size Accumulative * Snecification 1" 100 100 3/4" 92 90-100 1/2" 73 3/8" 64 50-80 NO.4 50 35-60 8 42 16 33** 10-30 30 26 50 19 100 13 200 8.6 2-9 Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [8581 715-5810 715-5800 Fax [858] 7 15-58 10 Testing Engineers - San Diego, Inc. Established 1946 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 35 25 MIN. Calif 217- Durability Index, Coarse 71 35 MIN. Calif 229- Durability Index, Fine 44 35 MIN. Calif 229- R-Value 82 78 MN. Calif 301 *SpECIFICATION/COMMENTS: R-VALUE IS WAIVED IF SAND EQUIVALENT =1> 55• ** DOES NOT FALL WITHIN SPECIFIED LIMITS. 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 Testing Engineers - San Diego, Inc. . Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water -Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION POINSETFIA LANE WESTBOUND NORTH CURB STA 159+00 SAMPLE DESCRIPTION CLASS 2 AGGREGATE BASE SAMPLED BY TESD TESD PROJ. NO. 51003 DATE RECEIVED 11/10/2003 LAB NUMBER 10347 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pc 350 350 350 .6.6 7.1 6.2 .137.1' 136.7 137.3 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 013 007 0.23 0.25 0.26 0.2 3701 2201 590 83 821 86 EXPANSION PRESSURE EXUDATION PRESSURE Ui 100 80 60 lu 40 Ui 20 ix C.) 0 CHAD MICHAEL DAVIS No. C P998 1_I kVtL 0 100 200 300 400 500 600 700 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX .'4:5 ENGINEER: CHAD DAVIS CIVIL R-VALUE BY EXUDATION 82. ENGINEER 4;,,~~ R-VALUE BY EXPANSION 85 . Reviewedl R-VALIJE AT EQUILIBRIUM 82 MEHRZAD M HSOUDLOU, STAFF GEOLOGIST Testing Engtheers - Sanmego,In Established 1946 Date: November 4, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6219 A57CHADMICNAEC ENGINEER: CHAD DAVIS, CIVIL E INEER fr2f DAVIS Lab No: 1028 C r. E!5;~ -A xp/Z/3 Project: POINSETTIA LANE - REACH C \P,áVIL/ Location: CARLSBAD, CALIFORNIA FCA Sampled: Date: 10/30/03 By: TESD Type of Material: LIGHT BROWN CRUSHED AGGREGATE BASE Submitted: Date: 10/30/03 By: TESD Source of Material: RANCHO SANTA FE ROAD Location Sampled: EAST SIDE STOCKPILE Sieve % Passing Size - - Accumulative * Snecification 1.511 100 3/4" 100 90-100 1/2" 90 3/8" 81 ** 50-80 NO. 4 58 ** 35-55 8 42 16 30 10-30 30 21 50 16 100 12 200 9.4 ** 2-9 Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Established 1946 L I66'(t TEST STANDARDS ARE ASTM (unless otherwise noted) TEST RESULT SPECIFICATION TEST STD Sand Equivalent Value 40 50 MIN. Calif 217- Durability Index, Coarse 73 Calif 229- Durability Index, Fine 54 Calif 229- *SPECIFJCATION/COMMENTS: Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 9211 [858] 715-5800 Fax [8581 71558 10 .Testing Engineers - San Diego, Inc. Established 1946 Date: November 4, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A ( Report No: 6220 ff' CHAD MICHAEL ENGINEER: CHAD DAVIS, CIVIL NU NEE. EQ AVIS No. C59908 Lab No: 10282 Project: POINSETTIA LANE - REACH C IL Location: CARLSBAD, CALIFORNIA OFCM ' Sampled: Date: 10/30/03 By: TESD Type of Material: LIGHT BROWN CRUSHED AGGREGATE BASE Submitted: Date: 10/30/03 By: TESD Source of Material: RANCHO SANTA FE ROAD Location Sampled: WEST SIDE STOCKPILE Sieve % Passing Size Accumulative * Specification 1.5" 100 3/4" 100 90-100 1/2" 86 3/8" 71 50-80 NO.4 45 35-55 .8 31 16 21 10-30 30 15 50 11 100 19 200 6.7 2-9 Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [8581 715-5810 Testing Engineers - San Diego, Inc. TEST STANDARDS ARE ASTM (unless otherwise noted) TEST RESULT SPECIFICATION TEST STD Sand Equivalent Value 43 50 MIN. Calif 217- Durability Index, Coarse 76 Calif 229- Durability Index, Fine 61 Calif 229- Established 1946 *SpECIFICATION/COMNTS: Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 921 I I [858] 715-5800 Fax [858] 715-5810 PITYSICAI Date: October 14, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED ADDRESS: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Application: N/A Report No: 6129 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEHRZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No.: 10009 'Project: Project No. 3673-3585-3675 Location: CARLSBAD, CALIFORNIA Sampled: Date: 10/6/03 By: TESD Type of Material: TYPE III-B3 AR4000 Submitted: Date: 10/6/03 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: ---------------------------------------------------------------------------------------------------------------- STA 2 1+00 TPST STANDARDS ARE ASTM (unless otherwise specified) RESULT SPECIFICATION TEST TEST STD LAB COMPACTED UNIT 144.6 D1561 & WT., PCF (HVEEM) . D2726 Date: November 12, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6278 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEI{RZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: 10346 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/10/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/10/03. By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: POINSETTIA WESTBOUND N. CURB STA 150+90 (A.M. SAMPLE) Sieve % Passing Size Accumulative * SDecification 1" 100 100 3/4" 94 90-100 1/2" 75 3/8" 66 50-80 NO.4 52 35-60 8 43 16 33** 10-30 30 25 50 19 100 12 200 7.9 2-9 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 37 25 MIN. Calif 217- Durability Index, Coarse 74 35 MIN. Calif 229- Durability Index, Fine 43 35 MIN. Calif 229- R-Value 84 78 MIN. Calif 301 *SPECIFICATION/COMllNTS: R-VALUE IS WAIVED IF SAND EQUIVALENT =1> 55• ** DOES NOT FALL WITHIN SPECIFIED LIMITS. Date: November 12, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6279 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEHRZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: 10347 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/10/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/10/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: POINSETTIA WESTBOUND N. CURB STA 159+00 (P.M. SAMPLE) Sieve % Passing Size Accumulative * Soecification 1" 100 100 3/4" 92 90-100 1/2" 73 3/8" 64 50-80 NO.4 50 35-60 8 42 16 33** 10-30 30 26 50 19 100 13 200 8.6 2-9 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 35 25 MIN. Calif 217- Durability Index, Coarse 71 35 MIN. Calif 229- Durability Index, Fine 44 35 MIN. Calif 229- R-Value 82 78 MIN. Calif 301 *SPECIFICATION/COMNTS: R-VALUE IS WAIVED IF SAND EQUIVALENT 1> 55. ** DOES NOT FALL WITIIIN SPECIFIED LIMITS. Date: November 7, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Pan Number: N/A Permit: N/A Report No: 6237 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEHRZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 10318 POINSETTIA LANE - REACH C CARLSBAD, CALIFORNIA Date: 11/4/03 By: TESD CLASS II BASE AGGREGATE Date: 11/4/03 By: TESD WYROC, SAN MARCOS STOCKPILE Sieve % Passing Size Accumulative * Specification 1" 100 100 3/4" 94 90-100 1/2" 72 3/8" 61 NO. 4 50 35-60 8 44 16 35 30 27 10-30 50 19 100 13 200 8.9 2-9 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 32 25 MIN. Calif 217- Durability Index, Coarse 70 35 MIN. Calif 229- Durability Index, Fine 38 35 MIN. Calif 229- *SPECIFICATION/CO14Jt4ENTS: Date: November 7, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6238 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEHRZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 10319 POINSETTIA LANE - REACH C CARLSBAD, CALIFORNIA Date: 11/4/03 By: TESD CLASS II BASE AGGREGATE Date: 11/4/03 By: TESD WYROC, SAN MARCOS STOCKPILE Sieve % Passing Size Accumulative * SDecification 1" 100 100 3/4" 93 90-100 71 3/8" 62 NO.4 52 35-60 8 46 16 37 30 28 10-30, 50 20 100 13 200 8.8 2-9 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 31 '25 MIN. Calif 217- Durability Index, Coarse 66 35 MIN. Calif 229- Durability Index, Fine 37 35 MIN. Calif 229- *spEcIFIcATIoN/co4ENTs: COMPACTION TEST REPORT Curve No.: 3 Project No.: 51003 Date: 11/4/03 Project: Poinsettia Lane-Reach C. Domestic Water - Recycled Location: NOT SUBMITTED Elev./Depth: Remarks: TESD NO. 10318 MATERIAL DESCRIPTION Description: CLASS H BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>314 in. = 5.7% %<No.200= ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 146 pcf Optimum moisture 5 % 144.5 pcf 5.5% 150 T = = = Test specification: - - - - ASTM D 1557-91 Procedure C Modified - - - 4 Oversize correction applied to each point _\ 140 -- ---l- --- _\ 130 100% SATURATION CURVES - FOR SPEC. GRAV. EQUAL TO: 2.8 COL 120 26 11111111111 2.7 _0 NIL 110 iii 100---.= = = = = = = = = = = = = = = = = = = = 90 - 80 — — - 44- - = =11 5 10 15 20 25 30 35 40 =E Water content, % Plate TESTING ENGINEERS = COMPACTION TEST REPORT Curve No.: 4 Project No.: 51003 Date: 11/4/03 Project: Poinsettia Lane-Reach C. Domestic Water - Recycled Location: WYROC QUARRY-TWIN OAKS SAN MARCOS STOCKPILE Elev./Depth: Remarks: TESD NO. 10319 MATERIAL DESCRIPTION Description: CLASS H BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>314in. = 6.5% %<No.200 ROCK CORRECTED TEST RESULTS 150 = = = - Test specification: - - - - ASTM D 1557-91 Procedure C Modified - - - - ~\\ LN Oversize correction applied to each point ;01 140 -- -S \ 130 100% SATURATION CURVES \ FOR SPEC. GRAy. EQUAL TO: -c- -2.8 111111111 26 iI NIL ------ 100 - 90 80 01 - I = 5 10 15 20 25 : 1! 35 40 Water content, % Plate TESTING ENGINEERS UNCORRECTED Maximum dry density = 145.5 pcf 144 pcf Optimum moisture 5.5 % 5.5 % = Date: November 10, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6251 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEHRZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: 10331 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/6/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/6/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: P.M. SAMPLE, POINSETTIA E. BOUND STA 157+50 Sieve % Passing Size Accumulative * Snecification 1" 100 100 3/4" 94 90-100 1/2" 77 3/8" 68 50-80 NO.4 55 35-60 8 46 16 38** 10-30 30 30 50 22 100 16 200 10.5 ** 2-9 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 30 25 MIN. Calif 217- Durability Index, Coarse 80 35 MIN. Calif 229- Durability Index, Fine 48 35 MIN. Calif 229- R-VALUE 86 78 MIN. *SpECIFICATION/COMNTS: R-VALUE IS WAIVED IF SAND EQUIVALENT /> 55• ** DOES NOT FALL WITHIN SPECIFIED LIMITS. Date: November 10, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6252 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: ME}{RZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: 10332 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/6/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/6/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: A.M. SAMPLE, POINSETTIA E. BOUND STA 153+50 Sieve % Passing Size Accumulative * Snecification 1" 100 100 3/4" 87** 90-100 1/2" 62 3/8" 52 , 50-80 NO.4 41 35-60 8 34 16 '28 10-30 30 22 50 17 100 12 200 8.1 ' 2-9 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 30 25 MIN. Calif 217- Durability Index, Coarse 82 35 MIN. Calif 229- Durability Index, Fine 48 35 MIN. Calif 229- R-VALUE 82 78 MIN. *SPECIFICATION/COMMENTS: R-VALUE IS WAIVED IF SAND EQUIVALENT =1> 55• ** DOES NOT FALL WITHIN SPECIFIED LIMITS. 2.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION POINSETTIA LN EASTBOUND STA 157+50 (9.M. SAMPLE) SAMPLE DESCRIPTION CLASS II AGGREGATE BASE SAMPLED BY TESD TESD PROJ. NO. 51003 JDATE RECEIVED 11/6/2003 LAB NUMBER 10331 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcI) 350 350 350 7.9 7:1 6.5 137.6 137.9 137.9 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) ,R-Value (corrected) 0 0.13 0.2 0.29 0.22 0.2 140 230 640 80 85 86 EXPANSION PRESSURE EXUDATION PRESSURE = ----- ----- ----- ----- ----- ---- ----, ----- ----- ----- ----- ----- ----- ---- === === ===== ==== ===== ==== === III ----- ----- ----- ----- ----- ----- I ----- ----- ----- ----= ---- ----- --------------------------- ____----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- sr ____----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ' 34IJ.yj ;SUMED TRAFFIC INDEX 4.5 ENGINEER: CHAD DAVIS, CIVIL VALUE BY EXUDATION 86 ENGINEER VALUE BY EXPANSION 86 Reviewed By: VALUE AT EQUILIBRIUM 86 CHAD DAVIS CIVIL ENGINEER 2.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 (4) Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION POINSETTIA LN EASTBOUND STA 153+50 (A.M. SAMPLE) SAMPLE DESCRIPTION CLASS II AGGREGATE BASE SAMPLED BY TESD TESD PROJ. NO. 51003 DATE RECEIVED 11/6/2003 LAB NUMBER 10332 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 350 350 350 '7.3 6.6 6.2 133.2 137.7 138.4 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0.03 0.03 0.13 0.35 0.26 0.2 180 290 590 76 82 86 EXPANSION PRESSURE EXUDATION PRESSURE w 100 80 60 40 Ui 20 0 C.) 0 0 100 200 300 400 500 600 700 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX 4.5 ENGINEER: CHAD DAVIS, CIVIL R-VALUE BY EXUDATION 82 ENGINEER R-VALUE BY EXPANSION N/A Reviewed By: R-VALUE AT EQUILIBRIUM 82 CHAD DAVIS CIVIL ENGINEER Date: November 12, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6274 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEHRZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: 10336 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/7/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/7/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: A.M. SAMPLE EASTBOUND STA 160+50 Sieve % Passing Size Accumulative * St,ecification 1" 100 100 3/4" 93 90-100 1/2" 75 3/8" 64 50-80 NO.4 51 35-60 8 44 16 35** 10-30 30 28 50 21 100 15 200 9.6 ** 2-9 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD. TEST RESULT Sand Equivalent Value 29 25 MIN. Calif 217- Durability Index, Coarse 82 35 MIN. Calif 229- Durability Index, Fine 48 35 MIN. Calif 229- R-Value 84 78 MIN. Calif 301 *SPECIFICATION/COMNTS: R-VALUE IS WAIVED IF SAND EQUIVALENT =1> 55. ** DOES NOT FALL WITHIN SPECIFIED LIMITS. Date: November 12, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A• Permit: N/A Report No: 6275 ENGINEER CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEHRZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: 10337 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/7/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/7/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: P.M. SAMPLE WESTBOUND STA 158+50 Sieve % Passing Size Accumulative * Specification TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 30 25 MIN. Calif 217- Durability Index, Coarse 80 35 MIN. Calif 229- Durability Index, Fine 40 35 MIN. Calif 229- R-Value .85 78 MIN. Calif 301 *SPECIFICATION/COJNTS: R-VALUE IS WAIVED IF SAND EQUIVALENT =1> 55. ** DOES NOT FALL WITHIN SPECIFIED LIMITS. 411 LU 1.5 co W >-- tu 0 1.0 >=h:. O 0.5 U) 0.0 0.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION POINSETTIA LANE EASTBOUND STA 160+50 SAMPLE DESCRIPTION CLASS 2 AGGREGATE BASE SAMPLED BY TESD TESD PROJ. NO. 51003 DATE RECEIVED 11/7/2003 LAB NUMBER 10336 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 350 350 350 7.2 6.3 6.8 139.5 139.2 139.5 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0 0.2 0.07 0.33 0.19 0.22 100 460 340 77 87 85 EXPANSION PRESSURE EXUDATION PRESSURE w 100 80 60 LU 40 LU 20 0 C.) 0 0 50 100 150 200 250 300 350 400 450 500 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX 4.5 ENGINEER: CHAD DAVIS, CIVIL R-VALUE BY EXUDATION 84 ENGINEER R-VALUE BY EXPANSION 87 Reviewed By: R-VALUIE AT EQUILIBRIUM 84 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST 2.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION POINSETTIA LANE WESTBOUND STA 158+50 SAMPLE DESCRIPTION CLASS 2 AGGREGATE BASE SAMPLED BY TESD TESD PROJ. NO. 51003 DATE RECEIVED 11/7/2003 LAB NUMBER 10337 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 350 350 350 6.7 7.1 6.3 125.2 124.8 125.9 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0.07 0 0.13 0.22 0.23 0.19 280 210 470 85 84 87 EXPANSION PRESSURE EXUDATION PRESSURE W 100 80 60 Ui 40 Ui 20 0 00 0 50 100 150 200 250 300 350 400 450 500 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX R-VALUE BY EXUDATION R-VALUE BY EXPANSION R-VALUE AT EOUILIBRIIJ 4.5 ENGINEER: CHAD DAVIS, CIVIL 85 ENGINEER N/A Reviewed By: 85 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST COMPACTION TEST REPORT Curve No.: 3 Project No.: 51003 Project: Poinsettia Lane-Reach C. Domestic Water - Recycled Location: NOT SUBMITTED Elev./Depth: Remarks: TESD NO. 10318 Date: 11/4/03 MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>3/4 in. = 5.7% %<No.200 ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 146 pcf Optimum moisture = 5 % 144.5 pcf 5.5% 150 140 130 Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction applied to each point EWED BY: EHRLADMAGHSOUDL DATE: //-,'-3 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 110 100 Ml 5 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS Testing Engineers - San Diego, Inc. S Established 1946 Date: November 7, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6237 ENGINEER: CHAD,DAVIS CIVIL ENGINEER REVIEWED: 1(9AD MAGSOUDLOU, STAFF GEOLOGIST Lab No: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 10318 POINSETTIA LANE - REACH C CARLSBAD, CALIFORNIA Date: 11/4/03 By: TESD CLASS II BASE AGGREGATE Date: 11/4/03 By: TESD WYROC, SAN MARCOS STOCKPILE Sieve % Passing Size Accumulative * Specification 1" 100 100 3/411 94 90-100 1/2" 72 3/8" 61 NO.4 50 35-60 8 44 16 35 30 27 10-30 50 19 100 13 200 8.9 2-9 Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92 1 1 1 [858] 715-5800 Fax 18581 715-58 1() p.. Testing Engineers - San Diego, Inc. Established 1946 TEST STANDARDS ARE ASTM (unless otherwise noted) TEST RESULT SPECIFICATION TEST STD Sand Equivalent Value 32 25 MIN. Calif 217- Durability Index, Coarse 70 35 MIN. Calif 229- Durability Index, Fine 38 35 MIN. Calif 229- * SPECIFICATION/COMMENTS: Testing Engineers - San Dietso. inc., 7895 Convoy Court, Suite IS San Diego, CA. 9211 1 [8581 715-5800 Fax [8581 7 15-58 10 COMPACTION TEST REPORT Curve No.: 4 Project No.: 51003 Date: 1 1/4/03 Project: Poinsettia Lane-Reach C. Domestic Water - Recycled Location: WYROC QUARRY-TWIN OAKS SAN MARCOS STOCKPILE Elev./Depth: Remarks: TESD NO. 10319 MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = . Plasticity Index = %>314in. = 6.5% %<No.200= ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density= 145.5 pcf Optimum moisture = 5.5 % 144 pcf 5.5% 150 Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction applied to each point 140 RE VIE WED BY: MEHRZJD MAScO1] DATE: 3 J 130 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.8 _ - C) 110 100 801 I I I I 1 I 1 1 I 1 I II I I 1 1 1I I I I I I I I I I 0 5 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS Testing Engineers - San Diego, Inc. Established 1946 Date: November 7, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A Permit: N/A Report No: 6238 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEMAGSOUDLOU, STAFF GEOLOGIST Lab No: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 10319 POINSETTIA LANE - REACH C CARLSBAD, CALIFORNIA Date: 11/4/03 By: TESD CLASS II BASE AGGREGATE Date: 11/4/03 By: TESD WYROC, SAN MARCOS STOCKPILE Sieve % Passing Size Accumulative * Specification 1" 100 100 3/4" 93 90-100 1/2" 71 3/8" 62 NO.4 52 35-60 8 46 16 37 30 28 10-30 50 20 100 13 200 8.8 2-9 Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 8581 75-5800 Fax [858] 715-580 - ------ -.,.,. ..,- -. -----.--. ..--- - ..-. .-' -.--.,-.------.. Testing Engineers - San Diego, Tnc. Established 19 . 46 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 31 25 MIN. Calif 217- Durability Index, Coarse 66 35 MIN. Calif 229- Durability Index, Fine 37 35 MIN. Calif 229- * SPECIFICATION/COMMENTS: Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 921 1I [858] 715-5800 Fax [858] 71 5-5810 Testing Eng ineers San Diego, Inc. Established 1946 Date: November 10, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A 4/ CHAD MICHAEL fo Permit: N/A DAVIS 4oC599O8 Report No: 6251 EXP. ENGINEER: CHAD DAVIS, CIVIL ENGINEER C1 REVIEWED: MEHAD MAGSOLOU, STAFF GEOLOGIST Lab No: 10331 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/6/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/6/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: P.M. SAMPLE, POINSETTIA E. BOUND STA 157+50 Sieve % Passing Size Accumulative * Specification 1" 100 100 3/411 94 90-100 1/211 77 3/811 68 50-80 NO.4 55 35-60 8 46 16 38** 10-30 30 30 50 22 100 16 200 10.5 2-9 Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [8581 7 15-58 10 Testing Engineers San Diego, Inc. Established 1946 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 30 25 MIN. Calif 217- Durability Index, Coarse 80 35 MIN. Calif 229- Durability Index, Fine 48 35 MIN. Calif 229- R-VALUE 86 78 MIN. *SPECIFICATION/COMMENTS: R-VALUE IS WAIVED IF SAND EQUIVALENT =1> 55• ** DOES NOT FALL WITHIN SPECIFIED LIMITS. Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 921 1I [858] 715-5800 Fax [858] 715-5810 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION POINSETTIA LN EASTBOUND STA 157+50 (9.M. SAMPLE) - SAMPLE DESCRIPTION CLASS II AGGREGATE BASE SAMPLED BY TESD TESD PROJ. NO. 51003 JDATE RECEIVED 11/6/2003 LAB NUMBER 10331 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 350 350 350 7.9 7.1 6.5 137.6 137.9 137.9 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0 0A3 0.2 0.29 0.22 0.2 140 230 640 80 85 86 EXPANSION PRESSURE 2.0 LU CO W >::t. - - 0.5- U) 0.0 L' 0.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) EXUDATION PRESSURE ILi 100 -J < 80 60 LU 40 LU 20 0 U o = -L- 0 100 200 300 400 500 600 700 EXUDATION PRESSURE (psi) CHAD MlCHAE ASSUMED TRAFFIC INDEX R-VALUE BY EXUDATION R-VALUE BY EXPANSION R-VALUE AT EOUILIBRJU 4.5 I ENGINEER: CHAD DAVI 86' I ENGINEER 86, Reviewed 86 I CHAD DAVIS - CIVIL ENGINEER Testing Engineers - San Diego, Inc. Established 1946 Date: November 10, 2003 Job No: 51003 Job Name: POINSETTIA LANE-REACH C. DOMESTIC WATER - RECYCLED Address: Poinsettia Lane Carlsbad, California Plan Number: N/A N Permit. N/A NAD 1VilCHi Report No: 6252 DAVIS ENGINEER: CHAD DAVIS; CIVIL ENGINEER No. C9908 REVIEWED: MEHRZAD MAGSOUDLOU, STAFF GEOLOGIST Lab No: 10332 Project: POINSETTIA LANE - REACH C Location: CARLSBAD, CALIFORNIA Sampled: Date: 11/6/03 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 11/6/03 By: TESD Source of Material: WYROC, SAN MARCOS Location Sampled: A.M. SAMPLE, POINSETTIA B. BOUND STA 153+50 Sieve % Passing' Size Accumulative * 'SDecification 1" ' 100 100 3/4" 87 ** 90-100 1/2" 62 3/8" 52 50-80 NO.4 41 35-60 8 34 16 28 10-30 30 22 50 17 100 1.2 200 8.1 2-9 Testing Engineers - San Diego, Inc., 7995 Convoy Court, Suite 18 San Diego, CA. 92111 [8581 715-5800 Fax [8581 715-5810 Testing Engineers - San Diego, Inc. Established 1946 TEST STANDARDS ARE ASTM (unless otherwise noted) SPECIFICATION TEST STD TEST RESULT Sand Equivalent Value 30 25.MIN. Calif 217- Durability Index, Coarse 82 35 MIN. Calif 229- Durability Index, Fine 48 35 MIN. Calif 229- R-VALUE 82 78 MIN. *SPECIFICATION/COMMENTS: R-VALUE IS WAIVED IF SAND EQUIVALENT /> 55. ** DOES NOT FALL WITHIN SPECIFIED LIMITS. Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [$581 715-5810 EXUDATION PRESSURE -I OWN a= LU 100 80: > 60 . 40 Lu 20 0 : Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled - CLIENTS PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION POINSETTIA LN EASTBOUND STA 153+50 (A.M. SAMPLE) SAMPLE DESCRIPTION CLASS II AGGREGATE BASE SAMPLED BY TESD ________________________ TESD PROJ. NO. 51003 DATE RECEIVED 11/6/2003 LAB NUMBER 10332 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 350 350 350 7.3 6.6 6.2 133.2 137.7 138.4 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0.03 0.03 0.13 0.35 0.26 0.2 180. 290 590 76 82 86 EXPANSION PRESSURE 0.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) 0 100 200 300 400 500 600 700 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX . 4.5, ENGINEER: CHAD DAVIS, R-VALUE BY EXUDATION . 82 , ENGINEER R-VALUE BY EXPANSION .' N/A Reviewed By R-VALUE AT EQUILIBRIUM 82 CHAD DA'1 CIVIL ENGINEER 0 MICHAEL DAVIS 2.0 LII S Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION STATION 158±50 (#3). SAMPLE DESCRIPTION LIGHT BROWN SANDY CLAY WITH OLIVE SILT SAMPLED BY TESD _________________________ TESD PROJ. NO. 2003-0455 DATE RECEIVED 7/19/2003 LAB NUMBER 9137 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 60 40 105 .. . 15.2 . 16.6 13.8 112.8 109.9 117.1 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) ,R-Value (corrected) . 0.23 . 0.13 0.5 1.31 1.35 1.22 330 180 560 . . 9'. 6 15 EXPANSION PRESSURE 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) EXUDATION PRESSURE Ui 100 80 60 LU 40 Ui 20 0 00 11 100 200 300 400 500 600 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX R-VALUE BY EXUDATION R-VALUE BY EXPANSION R-VALUE AT EOUILIBRIU 4.5 ENGINEER: CHAD,'1S, CIVIL 8 ENGINEER N/A Reviewed By: I 8 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST 10 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-358573675 SAMPLE LOCATION STATION 153+50 (#4) SAMPLE DESCRIPTION BROWN SANDY SILTY CLAY SAMPLED BY TESD ________________________ TESD PROJ. NO. . 2003-0455 . DATE RECEIVED 7/19/2003 LAB NUMBER 9138 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) MoistureatCompaction(%) Compacted Density (pcf) 115 . . 55 . 4210 . . 12.8 14.1 . ... 11.5 . .' 120.6 . 116.8 . 124.7 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) . .. 0 0 0.9 1.21 . 1.3 0.99 ... - 990 180 490 . . . 16 10 . 31 EXPANSION PRESSURE 2.0 Ui 1.5 >-I- cow uj 0 1.0 > -Oco 0.5 U) 0.0 0.0 0.5 1.0 . 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) EXUDATION PRESSURE LU 100 80 > 60 UJ 40 LU 20 0 00 0 1 200 400 600 800 EXUDATION PRESSURE (psi) 1000 1200 ASSUMED TRAFFIC INDEX .•. 45 R-VALUE BY EXUDATION 14 R-VALUE BY EXPANSION . N/A R-VALUE AT EQUILIBRIUM 14 ENGINEER: CHAD DAM Z, CIVIL ENGINEER 1/ / Reviewed By: /47 MEHRZAD MAI-tSO'UDLOU, STAFF GEOLOGIST 1 -- 177771 --------.. _:.i_. — - —--- ---- --- -- ----- - - - -- ,---- -- - -. --- 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION TATION 16 1+00 @ -3'(#6) SAMPLE DESCRIPTION BROWN SANDY SILTY CLAY -: SAMPLED BY TESD TESD PROJ. NO. 2003-0455 DATE RECEIVED 7/18/2003 LAB NUMBER 9208 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 100 180 350 16.5 15.1 13.8 111.8 115.2 118.9 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0.17 0.3 0.93 1.27 1.12 0.85 220 340 610 12 22 41 EXPANSION PRESSURE EXUDATION PRESSURE ------- ---------- ..--------------- -. -. ........ -- *_ Lii 100 -J 80 60 40 Ui 20 0 00 0 100 . 200 300 400 500 600 700 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX R-VALUE BY EXUDATION R-VALUE BY EXPANSION R-VALUE AT EOUILIBRIU 4.5 ENGINEER: CHAD DAM 19 ENGINEER 40 Reviewed By: 19 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST IL - - - -........... - -.-.- - - - - .-.-- - - - - - --a—---- 2.0 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water -_Recycled CLIENTS PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION STATION 153+00 @ -3'(#5) SAMPLE DESCRIPTION BROWN SANDY SILTY CLAY - - SAMPLED BY TESD - TESD PROJ. NO. 2003-0455 IDATE RECEIVED 7/18/2003 ILAB NUMBER 9207 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 105 65 240 12.7 14.0 11.4 121.2 116.1 124.2 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0.1 0.07 1.23. 1.2 1.3 0.99 350 210 500 17 10 EEE 31 EXPANSION PRESSURE 0.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) EXUDATION PRESSURE Ui 100 -j < 80 60 LU 40 Ui 20 0 o 0 t~~E ~~_ -I-- S 0 100 200 300 400 500 600 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX 4.5 R-VALUE BY EXUDATION . 14 R-VALUE BY EXPANSION . 30 R-VALUE AT EQUILIBRIUM 14 ENGINEER: CHAD DAVIS, CIVIL ENGINEER Reviewed By: MEHRZAD MAGHSOUDLOu, STAFF GEOLOGIST 150 140 130 o 110 100 ME COMPACTION TEST REPORT Curve No.: 2 Project No.: 51003 Date: 10/6/03 Project: Poinsettia Lane-Reach C. Domestic Water - Recycled Location: STOCKPILE @ STA 150+00 Elev./Depth: Remarks: TESD NO. 10008 MATERIAL DESCRIPTION Description: GREEN-GRAY GRAVEL WITH LITTLE FINES Classifications - USCS: AASHTO: Nat. Moist. Sp.G. = Liquid Limit = Plasticity Index = %>314in. % %<No.200= TEST RESULTS Maximum dry density = 141.5 pcf . Optimum moisture = 6 % Water content, % Plate TESTING ENGINEERS C 200 400 800 800 1000 1200 EXUDATION PRESSURE (psi) 100 80 60 40 w 20 0 08/26/2803 11:35 8587155818 TESTING ENGINEERS SD PAGE 82/05 - Testing Engineers -, San Diego, Inc. - -- Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recy1ed CLIENTS PROJECT OR WORK ORDER NUMBER Project No, 3673-3585-3675 SAMPLE LOCATION STATION 153+50 (#4) SAMPLE DESCRIPTION BROWN SANDY SILT? CLAY SAMPLED BY TESD -. TESD PROJ. NO. 2003-0455 IDATE RECEIVED 7/19/2003 LAB NUMBER 9138 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Coxnpacted Density (pcf) 315 55 210 12.8 14.1 11.5 120.6 116.8 124.7 Cover Thickness by Expansion Pressure (feet) Cover Thic1cnts by Stabilometer (feet) Exudation Piessurc (psi) R-Value (corrected) 0 0 0.9 1.21 1.3 0.99 9901 180 490 161 tO 31 EXPANSION PRESSURE • ! !!!! ! ! -t j - - -- === ----- mamma -- - -- 0.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (set) EXUDATION PRESSURE ASSUMED TRAFFIC INDEX R-VALUE BY EXUDATION R..VALUE BY EXPANSION 4.5 ENGINEER: CHAD DAVIS, CIVIL 14 ENGINEER N/A Reviewed By: 14 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST 2,0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet 0.0 0.0 08/26/2063 11:35 8587155816 TESTING ENGINEERS SD PAGE 03/85 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Line-Reach C. Domestic Water - Recycled CLIENTS PROJECT OR WORK ORDER NUMBER Proj!ct No. 3673-3585.3675 SAMPLE LOCATION STATION 153+00 SAMPLE DESCRIPTION BROWN SANDY SILTY CLAY - SAMPLED BY ThSD TESD PROJ. NO. 2003-0455 JDATE RBCEFBD - 7/18/20031 ABMJMBER 92071 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) -- Moisture at Compaction (%) Compacted Density (pcf) 105 _65 -__240 12.7 14.0 _. .. .11.4 121.2 ).16.1 124.2 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabiloineter (feet) tzudation Pressure (psi) R-Value(con'ected) 0.1 007 . 1.23 1.2 1.3 0.99 -. 3501 210 500 171 20 - 31 EXPANSION PRESSURE EXUDATION PRESSURE Im 1oo 80 60 40 20 100 200 300 400 500 sm EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX 45 ENGINEER: CHAD DAVIS, CIVIL R-VALUEBYEXUDATION 14 ENGINEER R-VALUE BY EXPANSION 30 Reviewed By R-VALUE AT EQUILIBRIUM 14 MEHRZAD MAGHSOUDLOU, - STAFF GEOLOGIST 08/26/2003 11:35 8587155810 TESTING ENGINEERS SD PAGE 04/05 - Testing Engineers - San Diego, Inc. . -: Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENTS PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION TATION161+0Ot.3(#6) .. - ... SAMPI DESCRIPTION BROWN SANDY SILTY CLAY SAMPLED BY TESD TESD PROJ. NO. 2003.0455 JDATE RECEIVE!) 7/18/200-31 [LAB NUMBER 92081 LABORATORY TEST DATA 1 2 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 100 180 . 350 16.3 15.1 .13.8 111.8 .115.2 118.9 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabiloineter (feet) Exudation Pressure (psi) IR-Vajue (corrected) 0.17 0.3 . 0.93 1.27 1.12 - .0.85 220 340t 610 12 -. .. 22 Al EXPANSION PRESSURE 2.0 0,5 0.5 1.0 1.5 2.0 COVER 8? EXPANSION PRESSURE (feet) EXUDATION PRESSURE .,, I INVER .. Lsmw map l ir oil q -713 Sri MIN IN 1 o 100 200 300 400 500 600 700 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX 4.5 ENGINEER: CHAD DAVIS, CIVIL R-VALUE BY EXUDATION 19 ENGINEER R-VALUE BY EXPANSION 40 Reviewed By: R-VALUE AT E UILIBRIUM 19 MEHRZAD MAGHSOUDLOu1 STAFF GEOLOGIST 0.0 0.0 2.0 0.5 1.0 1.6 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 2.0 20 08/26/2003 11:31 8597155810 TESTING ENGINEERS SD PAGE 05/05 () . Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic WaterI.. CLIENT'S PROJECT OR, WORK ORDER NUMBER PEOStNo. 3673-3585-3675 SAMPLE LOCATION - STATION 158+50 () SAMPLE DESCRIPTION LIGHT BROWN SANDY CLAY WITH OLIVE SILT SAMPLED BY TESD TESD PROJ. NO. . 2003-0455 DATE RECEIVED 7/19?2003 LAB NUMBER 9137 LABORATORY TEST DATA 1 - 2 3 Compactor Pressure (psi) Moistire at Compaction (%) Compacted Density (pçf) .. 60 40 105 15.2 16.6 13.8 112.8 109.9 . 117.1 Cover Thckness by Expansion Pressure (feet) Cover Thickness by Stahilometer (feet) Exudation Pressure (psi) R-Vluc (csnecte) 0.23 0.13 0.5 1.31 1.33 -. 122 3301 180 . 560 91 61 15 EXPANSION PRESSURE EXUDATION PRESSURE 0 100 200 300 400 600 800 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX 4.5 ENGINEER: CHAD DAVIS, CIVIL R-VALUE BY EXUDATION S ENGINEER K-VALUE BY EXPANSION N/A Reviewed y: R-VALUE AT EQUILIBRIUM S MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST 08/26/2003 11:31 8587155810 TESTING ENGINEERS SD PAGE @1/05 resting Engineers - San Diego Inc. - environmental & geotechnical engineering - construction materials testing & inspections - established 1946 Transmittal Letter/Fax * Bill From csro ..1 Co mpany: City of C.arIsadineerIrä'Iöat August 2O3 Fax No: 760.438. 4178 Project: Poinsettia Lane - Reach C Subject: R-value test results C z:: 11II COMMENTS Bill, Per your request TEST), has obtained four samples along the referenced prqject alignment. R-value tests were performed on each sample; results are attached. Please let me know if you require any further assistance. Regards, Carlos Acero 858,7155800 789S CONVOY COURT - SUITE 18 SAN DIEGO - CALIFORNIA - 92111 858.71S.800 / FAX 858.715.5810 200 400 600 800 1000 1200 EXUDATION PRESSURE (psi) tu 100 -i 80 60 40 120 00 0 08/26/283 11:31 8587155810 TESTING ENGINEERS SD PAGE 02/05 Testing Engiiwcrs - Sao Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Prqject No. 3673-35&5-675 - SAMPLE LOCATION STATION 153+50 (#4) SAMPLE DESCRIPTION BROWN SANDY SILTY CLAY SAMPLED BY . TEST) TEST) PROJ. NO, 2003-045$ IDATE RECEIVED - 7/19/200J ItAB NUMBER ... 91$J LABORATORY TEST DATA - 1 2 3 Compactor Pressure (psi) Moisture at Compaction ((/'*) Coiipacred Density (p) .. 115 55 210 12.8 14.1 11.5 120.6 116.8 .. 124.7 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corretç) -- 0 0 0.9 1.21 -1.3 0.99 990 220 -490 16 101 -31 EXPANSION PRESSURE 2.0 15 1.0 0.5 0.6 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) EXUDATION PRESSURE 0.0 0.0 ASSUMED TRAC INDEX 4.5 ENGINEER: CHAD DAVIS, CIVIL R-VALUE BY EXUDATION 14 ENGINEER R-VALUE BY EXPANSION Reviewed Bj R-VALUE AT EQUILIBRIUM 14 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 09/26/2003 11:31 0597155810 TESTING ENGINEERS SD PAGE 03/05 () Testing Eiginccrs - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinscta Lane-Reach C. Domestic Water - Recycled CLIENTS PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION SAMPLE DESCRIPTION TBROWN SANDY SILTY CLAY SAMPLED BY TESI) TESI) PROJ. NO. 2003-0455 IDATE RECEIVED 7/18/2003 FLAB NUMBER . 9207 LABORATORY TEST DATA -- 2 3 - Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcf) 105 65 - 240 12.7 14.0 11.4 121.2 116.1 124.2 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0.1 0.07 1.23 1.2 -- 13 0.99 350 220 500 17 101 31 EXPANSION PRESSURE EXUDATION PRESSURE mr-magagam-WHEMN -!NORM W~Nmlp~m --= RENEE === = =IBM WE =— ===—= ==—== === -= - - 0 100 200 300 400 600 600 EXUDATION PRESSURE (psi) SUMED TRAFFIC iNDEX 4.5 ENGINEER: CHAD DAVIS, CIVIL VALUE BY EXUDATION 14 ENGINEER VALUE BY EXPANSION 30 Reviewed y: VALUE ATE 1JIU8RIUM 14 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST 2.0 0.5 1.0 16 2.0 COVER BY EXPANSION PRESSURE (feet) 0.0 0.0 100 200 300 400 500 600 700 EXUDATION PRESSURE (psi) 100 80 eo 40 20 0 U 0 0 08/26/203 11:31 8587155810 TESTING ENGINEERS SD PAGE 04/05 Testing Engineers - San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673-3585-3675 SAMPLE LOCATION TATION 16I+00-3'(#6) SAMPLE DESCRIPTION BROWN SANDY SILT?' CLAY SAMPLED BY . TESD ______________________ TESD PROJ. NO, 2003.0455 ATE RECEIVED 7/18120031 1LAB NUMBER 920j LABORATORY TEST DATA 1 1 2 3 Compactor Pressure (psi) Mowure at Compaction (%) Compacted Density (pcf) _10.0 180 . 350 16.5 15.1 13.8 111.8 115.2 118.9 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Sabiometer (feet) Exudation Pressure (psi) R-Value (corrected) . 0.17 0.3 .0.93 1.27 1.12 0.85 220 340 610 12 . -....-221 41 EXPANSIOJ PRESSURE EXUDATION PRESSURE SUMED TRAFFIC iNDEX 4.5 - ENGINEER: CHAD DAVIS, CIVIL VALUE BY EXUDATION 19 ENGINEER VALUE BY EXPANSION 40 Reviewed By: VALUE AT EQUJLJBRUJM 19 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST 88/26/2883 11:28 8587155918 TESTING ENGINEERS SD PAGE 01/85 resting Engineers - San Diego Inc. environmental & gcotechnical engineering - - construction materials testing & inspections estst,1lsl4 1946 Transmittal Letter/Fax .......................................................- Company: City of Carlsbad Engineering Dpt Date: J August26, 2003 FaxN.0: ..60.438. ProJect: Poinsettia Lane Reach C .............. uJect .RvaIu.etest results Cc; COMMENTS: Bill, Per your request TESD, has obtained four samples along the referenced project alignment. R-value tests were performed on each sample; results are attached. Please let me know if you require any further assistance. Regards, Carlos Acero 858.715.5800 7899 CONVOY COURT'SUITE 18 SAN DIEGO - CALIFORM)A - 92111 8S8.115.5800 (FAX 858.715.58t0 From: 11:28 858715581 TESTING ENGINEERS SD PAGE @2/05 Testing Engineers. San Diego, Inc. Established 1946 R-VALUE TEST RESULTS PROJECT NAME Poinsettia Lane-Reach C. Domestic Water - Recycled - CLIENT'S PROJECT OR WORK ORDER NUMBER Project No. 3673.3585-3675 SAMPLE LOCATION STATION 153+50 (#4) SAMPLE DESCRIPTION BROWN SANDY SILTY CLAY SAMPLED BY . TESD .. -. TESD PROJ. NO. 003-0455 JDATE RECEIVED 7/19/203 LAB NUMBER 91381 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (psf) 115 55 210 12.8 14.1 11.5 120.6 1168 124.7 Cover Thickness by Expansion Pressure (feet) Cover Thicicness by Sibi1ometer (feet) Exudation Pressure (psi) R-Value (çorrected) 0 0 0.9 1.21 1.j 0.99 990 ISO 490 16 tj 31 EXPANSION PRESSURE 0.5 1.0 1.5 COVER DY EXPANSION PRESSURE (feet) 2.0 EXUDATION PRESSURE 100 80 40 20 0 200 400 800 800 1000 1200 EXUDATION PRESSURE (psi) ASSUMED TRAFFIC INDEX 4.5 ENGINEER: CHAD DAVIS. CIVIL R.-VALUE BY EXUDATION 14 ENGINEER R-VALUE BY EXPANSION N/A Reviewed By: It-VALUE AT E IThL1BRIIJM 14 MEHRZAD MAGHSOUDLOU, STAFF GEOLOGIST COMPACTION TEST REPORT Curve No.: I Project No.: 51003 RE11VED Project: Poinsettia Lane-Reach C. Domestic Water - Recycled Location: STA 53+50 OCT s ü 2003 F Elev./Depth: Remarks: TESD NO. 9789 ______________________ CITY OF CARLSeAD £NGINEE (IEM MATERIAL DESCRIPTION Description: LIGHT BROWN SILTY CLAYEY SAND Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity index = %> No.4 = % % < No.200 = TEST RESULTS Maximum dry density = 133 pcf Optimum moisture = 8 % 140 = = = = = Test specification: - ASTM D 1557-91 Procedure A Modified 130 - - c 1 VIEW BY: MEHRZAD MAGHSOUDLOU -.-- DATE 0--3 2ED 120 --- 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: 8 -- - 27 110 1 NL 2.6 o00 - -- -- 90 -- --- -- -S 70 05 10 15 20 25 30 35 40 Water content, % Plate TETIN( ENC,INERS c TeS g Engineers-San Diego,•. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA e LA aC S IO 2 Test Date ________ 4j ___ C,y/ (Aj Established 1946 Project Name Project Number Client Page of Test # Material' Structure Test Location and Elevation or Depth relative to... /10 c P road, tA.,Ji @ 5T4 -r-. -c,-1-00 &;-rLJ / 11/ 5 P ruJ lAix\/ P S 1 --. / SIA -rb —i-; 0 /1 /4) 7L '5 / Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # / /0 j' At a 11 15 Probe Depth (inches) Wet Density (pcf) Dry Density (pcf), Moisture(%) ____ ? ____ ____ MD Curve Number I / 1 / Maximum Density (pcf) 290,-5' )à.S ,'a-.s Optimum Moisture (%) C3 ,5 S C3 S Relative Compaction, AC (%) G 'D Relative Moisture, AM Specified AC Specified RM(%) ' .) . Conformance (Yes/No) (\J Alo 1 05 Its Nuclear Gauge Model and Serial Number: C. P IV 7/0 L7 0 o 37 b . This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: / Name: / /121 Signature: 1 Client's or Contractor's Acknowledgement: Name: IM 44't1 L_ Signature: White- Office Yellow- Contractor - - - Pink- Field Technician I Client - - Cr/C CA,j Test # Material Structure Test Location and Elevation or Depth relative to.:. IA, AY /51 +o Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other p.- Test# Probe Dept"(inches) Wet Density (pcf) J ( .5 / 9,3 Dry Density (pcf) Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, AM (%) Specified AC (%) 9.5 9 5 Specified AM (%) ' .)_ t ••, Conformance (Yes/No) ', e c Y e5 Nuclear Gauge Model and Serial Number:' C.. V I" Yi'. ) 2 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: ,4i I 1i Signature: Client's or Contractor's Acknowledgement: Name: WLL.%IM.4, O('H'. Signature: White Office Yellow Contractorf. Pink Field Technician Tesig Engineers-San Diego, a. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name c r '11i L A it, (A c t-'l 7./- Project Number ,' — ( 4' S Test Date 7 1 4 - Page .....2.... of _. Client C 7.,/ '' / / ci Test # Material Structure Test Location and Elevation or Dept relative to... 5_)5)_A_ .1 5 LIJI LA'A-re'/;-(_ç7 .__ )51roo IL , _j ? S ,IL Jfsp L, -I 5 cjI I / / C L) -t-co_&J_L 1) ç Li! J 1±L> Material: Structure: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# _ ç 7 - Cj / Probe Depth (inches) 5 S ) r Wet Density(pcf) )91.1 /1)7 /)4' /c) I'6 d;J; L J)) Jjç Dry Density (pcf) I JI5'• Ji5.' . r I'_5. Moisture (%) . 7. 7_4 7.7 ,j . T.77. MD Curve Number A'Jr /VA ç j _( 6,o , S ,v4,,5 j,)p,_ Maximum Density (pcf) ))3 ) /)_7. Q 7.o /)3 p ia,.. ')3.c /)Jo Optimum Moisture Relative Compaction, RC (%). 4 9 C.9 g3 4 ' . ). Relative Moisture, RM(%) Specified RC 90 (7 'jo Specified RM (%) - r ,) ) ' a —r) I -t :r Conformance(Yes/No) ,/,_ 'l t .,it- r J..,,, I V e /, . V,-,r Nuclear Gauge Model and Serial Number: (P_it,3JO _. This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: 4 1_/'i _il/V/I,/ Signature: /_/A Client's or Contractor's Acknowledgement: Name: VALU6 L.oA.7 Signature: White- Office Yellow- Contractor • Pink- Field Technician I / 40 Test Engineers-San Diego, Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 - [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name 9)5 ( It 4 I A A , (. v1- r-' -7 , c A 7i Project Number L1 4 (I Test Date ' /P" C' 3 Pageof_2_. Client (A J / .0 1, Test # Material Structure TestLocationandElevationorDepthrelativeto... ___)ç ,.4_) 1/ 5 l )(A(//f:4(-@_ç17. J I _çP16;3_ J .)_J _iSf-f-j L / c J _J..1_/57i- _J_J 'N J- L ..I J /1 1'l J_,_/_/—&0_'xL_ Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# /If if ,1 1 Probe Depth (inches) Wet Density (pcf) / I' I Dry Density (pcf) Moisture (%) 0 'Ii 1 /0 c MD Curve Number tA NAA tw11_ T4 /ij- - Maximum Density (pcf) 5, ,z,, ii, /)_2'., 177 o /,?3_ 1a3o /i'-' I Optimum Moisture (%) D 9.a Cf.0 q,) Cf._0 9 ,0_ q. d Relative Compaction, RC 2 '3 3 1 9_/ q I RelativeMoisture,RM (%) -, - ),. 1. J, I J, Specified RC (%) u.4 (0 CfLD 4 4, D Specified AM (%) ' .1___ 4 - Conformance (Yes/No) 4_e5 V_s Nuclear Gauge Model and Serial Number: C.-/7 1"3_1 4'_t)c-L.) This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: A _ .Ij_/ Signature: Client's or Contractor's Acknowledgement: Name: , N(LLV4S.-L,signature: 4E'J , White- Office Yellow- Contractor Pink- Field Technician COMPACTION TEST REPORT Curve No.: I Project No.: 03-0455 - - - -• REcPEV'E'D Project: CiuiaLane-Reach C. Domestic Water - Recycled Location: STA 14+50 REACH C POINSETTIA LANE AUG 1 5 2003 Elev./Depth: I Remarks: TESD NO. 9102 CITY OF CARL SIMO $NGINIRINGDEPARTMENT MATERIAL DESCRIPTION C&J&J DIVISION Description: LIGHT BROWN CLAYEY SAND Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %> No.4 = 3.8 % % < No.200 = TEST RESULTS 140 100 90 Maximum Optimum -- dry moisture density= 128.5 pcf = 9.5 % Test specification: - ASTM D 1557-91 Procedure A Modified 1REVIEWED BY: EHDMAGHS0UöÜ1 _\ DATE 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: IiI *\-2.7 - - S 26 EF - _ III -------------- = = - 130----- -- IIIIIII - 120--- 11111 III - aiio--, -- 80 -70 0 5 10 15 20 25 30 35 40 Water content, % TESTING ENGINEERS Plate____________________________________ COMPACTION TEST REPORT Curve No.: 2 Project No.: 03-0455 Date: 7/11/03 Project: Poinsettia Lane-Reach C. Domestic Water - Recycled Location: STA 20+00 REACH C POINSETTIA LANE Elev./Depth: Remarks: TESD NO. 9103 MATERIAL DESCRIPTION Description: YELLOW-BROWN CLAYEY SILTY SAND Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>No.4= % %<No.200= I TEST RESULTS CL (I) C a) -O o 140 130 120 iio 100 90 = Maximum [Optimum dry moisture = density= 123.5 pcf 10 % Test specification: - ASTM D 1557-91 Procedure A Modified - 'c jEVIE\JED BY: ;1EHR7DMAGHSOLtDLOU ?-- j DATE I T4 100% SATURATION CURVES - FOR SPEC. GRAV. EQUAL TO: 28 - 27 - 26 -_ - - ..., -c - --S -- = = = =VA - - = = = - \ = = - j -- -- - - .., - - -8c-- 70 0 5 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS t. "-'. •rr'r," , I Tes•g Engineers-San Diego, 19C. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 115-5810 REPORT OF COMPACTION TEST DATA Project Name foA L M e ( IA Project Number ô 3 0 4 -~ Test Date _ 4 1) 3 Page of Client . 1' 77 of (M If Test # Material Structure Test Location and Elevation or Depth relative to... , S Lu jS(f Li.:. of 4 ii'L I' j J s,J ' 5 1 I U .1 , , / 5C * I of $ ' t) 3. 5 Ui 1 /'Tti( Li,I. ( Y1A1y I52i5o ', I' 1 '• 33 5 £1 It" 17cC1. ') S 1 i, 51f SJ5i./ Material: S = Soil, AC = Asphalt Concrete, ATB =,Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, ,W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other •. . . Test# . % 3%) 33 .'3 Probe Depth (inches) /j, Wet Density (pcf) j3 3. ( 1. 3 1 I ' l,i / 2,I Dry Density (pcf) Moisture (%) 7.3 71 7.1 MDCurveNumber VP ,i..PP) j'nPs) .. (,,ve (..,v, 4,V5 ('-- Maximum Density (pcf) J, 123o io 103o ll7o I 7.o Optimum Moisture (%) , Relative Compaction, RC (%) g g Relative Moisture, RM Specified RC _____ Specified RM (%) Conformance (Yes/No) './. 5 Nuclear Gauge Model and Serial Number: £ f/V 'YI 0 0 o ía This report report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that havereviously failed to meet specifications. See accompanying Daily Report for description of work and observations. A . . TESD's Testing Technician: Name: i'Y) I/tn I Signature: ' Client's or Contractor's Acknowledgement: Name: tPI(LLItc144,' L.41.P"L.. signature: White- Office Yellow- Contractor Pink- Field Technician i._ 0. Project Name Project Number Client Te g Engineers-San Diego,.. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA (' Test Date r C,14jJ oo - oss Ci T; Established 1946 t'c 4r- - Page Of Test # Material Structure Test Location and Elevation or Depth relative to... () 5 7? S J 155' ioJ_J $ s ______ ___L__ .1_J_ 15C -7oop/.,JL fl_I_-f-O() Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # j ?C Probe Depth (inches) " j 9 9 ç7- cy Wet Density (pcf) Ohl ')i .0 j _? I_R 0 G. I_). 71_2 3 /? 17'i_.7' DryDensity(pcf) Moisture (%) (t) _' 3 , q X /1) _ / /,).3 /0 S 1/. MD Curve Number Maximum Density (pcf) )') jLJ /$( )7_ 035 /)7. /23S /27 OptimumMoisture (%) $ c , q,_$ /1)' /0.0 /).0 /) _() /c) _ I,).•) Relative Compaction,RC (%) 9_ 9 q cj , ,, 9,, c Relative Moisture,RM (%) t',(D t 31, Specified PIC 2j q_0 Specified RM (%) 7" 2 -)- -± . T,) Conformance(Yes/No) ()q I_c ) /_J )J "1_eS Ye ll 1 4C Nuclear Gauge Model and Serial Number: I_A1J /0 9 21)5z ? This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that havd"$,eviously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: A .lit / Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician / 4 , Testg Engineers-San. Diego, I . Established 1946 .7895 Convoy Court, Suite 18, San Diego, CA. 92111 .. . [858] 715-5800. Fax [858] 715-5810 . . REPORT OF COMPACTION TEST DATA Project Name PU' / S é 774 L A Project Number 0 3 0 _$• Test Date , - . Page of Client. . . . C ; y . h J. ' . . .. . ... Test #' . Material Structure Test Location and Elevation or Depth relative to... . . 35 fì I )i'57ee/ 1,-ti. c 3 Sf 1I /'5c7 ç4 ISbo ., J. Ji•• J i .SJ' I ' /. S<iA 11 i ~57c: 5?5O 4D 5 L, 41 5' '/ ET . Material: .. S = Soil, AC Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS =Cement Treated Soil. LTS -'Lime Treated Soil, 0 = Other . __. . . . . . .. Structure: P = Pavement Structural Section, ,F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other, . Test# . .•. 9 Probe 3, Depth (inches)9' 7. WetDensity(pcf) . 1,93 -) .(_ ;i DryDensity(pcf) .2) '2L r f7 '3 )1'.9 I1!.' iiL1,Ct 1u Moisture(%) MD Curve Number / ' 4 l)' s,1.'$ ' r' 4 Maximum Density (pcf) • j I) Y / 3(? I I 'a)-. S / ç-. ç Optimum Moisture (%) • . 9.0 2.0 9,0 q . q S , S Relative Compaction, RC (%) '3 4j g . . i Relative Moisture, RM (%) C. 9- ' — L Li , 4r (, ' Specified RC (%) 0 90 '9 o Qo 7 O 9cD Specified RM.(%)'' Conformance (Yes/No) JP ( 'S Nuclear Gauge Model and Serial Number: CPA! 910 f _•_____________. This report does not relieve the contractor of their responsibility for performance in accordance, with the plans, specifications and applicable codes. The contractor is 'responsible for scheduling retesting of reworked areas that have pviously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Teôhnician: . . Name: 'V?1 i( T Signature: L'1IL, Client's or Contractor's Acknowledgement: Name: ILI . L Piji_ Signature: :1 White- Office . . ' Yellow- Contractor . . . Pink- Field Technician Teng Engineers-San Diego,tc. Established 1946 c, 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858],7.15-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name P0 5'c L A e L Project Number ')\ O () ? ' . S Test pate . ) 3 . Page 2. of Client c. / (a" /; eJ Test U Material Structure Test Location and Elevation or Depth relative to... S4 LJI I'_cref /_-rA_,__119 çD L'e/Q1'//jL / 45 ç t,ii Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 4~ Probe Depth (inches) 9 1' WetDensity (pcf) 03(:; I"). 125. Dry Density (pcf). )_I 2 /_/ C.I Moisture(%) ____ 3 ____ ____ _____ ____ ____ _____ _____ MD Curve Number Maximum Density (pcf) Optimum Moisture (%) c3,z, Relative Compaction, AC (%) " c0 9 Relative Moisture, RM (%) Specified AC (%) C)0 3 Specified AM Conformance(Yes/No) '/ _ Ve c i' Nuclear Gauge Model and Serial Number: ,41 5'/i)qc.'5 z> This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: A'-rL,-j _/4 l/# / Signature: _ Client's or Contractor's Acknowledgement: Name: V -L.tC.4 (LPtfrZ._. Signature: White- Office Yellow- Contractor Pink'. Field Technician Teng Engineers-San Diegoc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111, - [858] 715-5800 Fax [858] 715-5810 S REPORT OF COMPACTION TEST DATA (1 f(Lti7 t -r Project Name __________________ Project Number 3oo3— b* S5 Client C444 O (, Test # Material Structure Test Location and Elevation or Depth relative to... e 1k4 4 .c-+tc'r Polo cp,.. L- cLM. 11 _pL Material: S = Soil, At = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure:. P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Established 1946 t. nq, wit IV, - Test Date Page :. of . Test# 4-7 Probe Depth (inches) Wet Density (pcf) ______ Dry Density (pcf) O n Moisture (%) l .3 9',•) _______ _______ _______ _______ _______ _______ _______ _______ MD Curve Number I _4ii4, Maximum Density (pcf) Optimum Moisture (%) 9 9-0 Relative Compaction, RC (%) go Relative Moisture, RM (%) . 0 Specified AC (%) ü0f jo y. Specified RM (%) . 4411 ± '/ Conformance (Yes/No) - i'r f33 specifications and applicable meet specifications. Pink- Field Technician Nuclear Gauge Model and Serial Number.-] lrd)(Je. r 14 30 33\p I This report does not relieve the contractorbof their responsibility for performance in accordance with the codes: The contractor is responsible for scheduling retesting of reworked areas that have previously fai See accompanying Daily Report for description of work and observatióhs. TESD's Testing Technician: Name: - Signature: - Client's.or Contractor's Acknowledgement: Name: , V'I1LLtAAL\ L? Z Signature: White- Office Yellow- Contractor "S. Inc. Established 1946 4 Testing Engineers-San Die 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715.5810 REPORT OF COMPACTION TEST DATA Project Name P0 / 2 Project Number Op 3 — O T--- Test Date_9' 2 ' Page of Client C,' 7V o I / Test # Material Structure Test Location and Elevation or Depth relative to... / ) )5Yi-$ r,i ,J 5XI LI 70 LIA Ye r ('i /çi( ) i4 D f4j ft S i 30c.'(,'e67j) (0 12J rA-if 5 I J Li I 3" S1e / GJA 7/ / I, R 74 7,)rl 5 3i I-?7A J ?ô" c7,/ icic j)L1j;,r cI t 54—---- N Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 5 tc 5 Probe Depth (inches) 9' ' 9_ ) ' Wet Density (pcf) /)C Q119 /(2c?f 09.c1 /27.7 Dry Density (pcf) 11 I Ow Ii Ii ' Ii " Moisture (%) , 7, I J>. 3 V' .5 'i. 5 MD Curve Numer " Maximum Density (pcf) I 3. 1.) 7 1) 3. o / ) z, Optimum Moisture (%) p7.,, , Q, ,, C1, , Relative Compaction, RC (%) 013 c '1 Relative Moisture, RM (%) - I 1, 9 - 5 -i s Specified RC (%) 9 i Specified RM (%) ± ) ) Conformance (Yes/No) v s / e ç )' C S / 5 / Nuclear Gauge Model and Serial Number: • /'1L' C/0,, 5' ,, This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Nam'è: ip. '1 44;),4" Signature 2 \ / Client's or Contractor's Acknowledgement: Name: Lev, Signature White- Office Yellow- Contractor Pink- Field Technician : I- Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name /,,f,riT74 /41. PI17'z , Project Number !'Ioo Test Date Page —2— Of , Client Test # Material Structure Test Location and Elevation or Depth relative to... 'DtJC.Qrr. _I 06*us40 L44 Sl.OeWAL$ S.t. 1Sru31.* StD tSo+S'o - 4EM %%a 4,gen,- lm tsi* - vA %4-óO - 5 - 161*00 p -5-m-. Material Structure S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, Ii = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# _ 214 3.1S21, . Probe Depth (inches) /1% 611 Wet Density (pet) ia''' 1213 I11PI 1-11015 INA Dry Density (pcf) I'%i (J 111 S, Illo I tt.'I t3, 1 Moisture (%) MD Curve Number Maximum Density (pcf) V13 .1; 1 .•5 2.s Optimum Moisture (%) 04 lo- d I04 10 4 Ick. $1 Relative Compaction, RC(%) g4I ' cl.3.i_ qA5 n.'4 Relative Moisture, AM (%) 4- 1,. # +44A < *.U 9o4 Specified RC (%) 'o4 qo# go, q04 D4 Specified AM (%) ± 2_ *'2= ±.z *•~. -* ± ____ ____ ____ Conformance (Yes/No) J ,/ Nuclear Gauge Model and Serial Number: '7.)(L F' '1/J-.8j 5't)2. ' M& This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name:' #Jtf c.Loi.&J9,E Signat Vie Client's or Contractor's Acknowledgement: Name: . Signature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name ,,#Ve777il LN. e7'¼49 (. Project Number Test Date gaA,— 0 3 Page _2. of Client ^01= L54 j Test # Material Structure Test Location and Elevation or Depth relative to... _ s ,sr'A i.J 9i,VO J4L4. ia--S6 Si3 /Sø1-t'c r S Sc i_ sc 47 1k Material: Structure: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 11 o all 222. 123 22'-4 Probe Depth (inches) (ØPK ( If e" I I Wet Density (pcf) Dry Density (pcf) i!Li I 123 itc._ t'.'3 lis. Moisture (%) (I5 %.(9 Ii fO 99 49 o.3 MD Curve Number Maximum Density (pcf) 123-S 1 UPS IIA5 113.1i 12.3.5 Optimum Moisture (%) /6 iøi' 4 to. ci' Iô, d, jo4 lb. Relative Compaction, RC (%) q34 '%,(p qq,g cto q& T ?.S q 3A Relative Moisture, AM (%) + Ii +.6 4. 4•c:j 1.2. —.(,o 4,1 Specified RC (%) jI 'io.# '7o4 qo. Iq Specified AM (%) ±2 t2. 2. *2... t t 2. Conformance (Yes/No) '?Y %_2 'S 1 I ' Nuclear Gauge Model and Serial Number: 3*4fl -.g / This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reforked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Client's or Contractor's Acknowledgement: White- Office Name: jiL 5 Lo1JP.JE Sign7t(re: Name: '4 I-t.aks.-.. L2/7_ Signature: Yellow- Contractor Pink- Field Technician ) 11tfrT$ '7 'S F \ TestingEngineers-San Diego;.J-nc.' EsbIished'1946,,, 7895 Convoy Court, Suite 18, San Diego, CA. 921.11.. [858] 715-5800 Fax [858] 715-5810 ' REPORT OF COMPACTION TEST DATA 1 Project Name 4U - ,2.4dJ Project Number Test Date Page _± Client d#r o I2i.S49/2 Test 4$ Material Structure Test Location and Elevation or Depth relative to... tr towv 5 ii I i. LñSTAp '1vt' 4i*ø/' /c.i 4S.0 gaS4 /,Y 1 ri d,',v,' ,d.,ft9 /c3 ,'c EL ) 4 It lIZ I14 /-Sr AofilWd 1440fr'4- EL SG 1ii3 I '' n'14hWpie /S"5o 'JA /QCES r. I E$4 1900V : ,.,c-• _______ _- Material: S = Soil: AC = Asphalt Concrete, ATB = Asphalt Trated Base, AB = Aggregate Base, CTS = Cement Treated Soil ,. LTS = Linie Treated Soil,.O = Other Structure: P = PaveméntStrucfüral Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, ' U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other '4-.- Test#' .• _. ;' W ilt 112 12.o /3 I44 Probe Depth (inches) . \ g' __ r " 'r" ''' r" ' Wet Density (pcf) 2 Dry Density (pcf) • /, /?'/.8' 3,3 /o3. / 1.29'I "'1 '221 h2.'3 _____ Molre %) ,i/../ , o- ice 11.9 1, 3 /é. /0.3 ii, 'I MD Curve Number Maximum Density (pcf) f 7$ f f5 /.46 IAV-51 1.2r,S '5 /vV'Saro s Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) Specified RC SpecifiedRM(%) -12 2.. ±2_ Confonce (Yes/No) I f5 3 frit-25 WS1 A/I) V6 Yes 5r'5 Nuclear Gauge Model and Serial Number: - .. This report does not relieve the contractor of their responsibility for performanceLin accordance with the p specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areasihathave previously failed to met specifications. See accompanying Daily Report for description of work and observations / TESD $ Testing Teciictan Name, l Client's or Contractor's Acknowledgement: Name: '' . Signature: 1 t - l' White Office Yellow 4,tontrct& Pink Field Technician . ; "- Testing Engineers-San Diego, Inc. i Estab1ihd 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111- 0. [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA - Project Name Project Number /O . Test Date _/1 Page of Client j / 7k' . Test # Material Structure Test Location and Elevation or Depth relative to... i A P Po4flr-/F crw /750 ,f I LJ. 1E.ftSf 6O/NO OV1W. zi:5 cr 6 o sc___ 1$'NSt 5~107V _41W-0 i-M .S' ?9f7 IV,P. R s 4 y A b,.'-ft 17 J4 ,i) 3T #',V SUTh' C4I ___ 1 /5', A 'or tL-q.. ci-//'l 5O ___ 77A_Led. 93r ,, Pro= Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, ,- U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 =Other Test# !Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) ' JVo.3 L'ii /VJ /9z ' LL3L2 11/0./ AleS 1390 3 Moisture (%) 3'' 4", ,.b 1,1.2 MD Curve Number Maximum Density (pcf) ig7 JL/, f 1114P /3 106 Optimum Moisture (%) Relative Compaction, RC gg Relative Moisture, RM 4p;, . 1yØIrgy T, 2 9V Specified RC (%) . 95.' 5 9 5. 9 5 95 Specified RM Conformance (Yes/No) - Nuclear Gauge Model and Serial Number: 961 " This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable - codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: Ai#,ie&J Client's or Contractor's Acknowledgement: Name: LLttA-.t. Le Signature: White- Office Yellow- Contractor Pink- Field Technician I .. .7 - - . Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name F t M~EPr1A Jb.rJF E1& , Project Number I 003 Test Date % - 0 Page of Client C. I1V • p(IA 10 Test # Material Structure Test Location and Elevation or Depth relative to... Fot,E"r'A .I4. t3bUNO NsU*3 II AS j -2. si e4 Ib2— A€ C. 'ro n.3,Err1Pt L*4. s-r Bø,o . c.s- t5t-o ON I44. ST '0 t4.c4& '3 A e 5:_ 1 a -4 s11 t2-'co Ibq Po' i-iF Lh3. EPS-r ou ..b . €it1b kf, Sv-rk ISc lbs AG _ P6St4SE'rv,A f.'N. i- S' OtJAIl p4 Aa Iry +SO Fos a.3.scrr7iiL.4v. sr AiZ —w&4 -4V- Ca'(4 iq A / ov Strr,A I- N: ST 430GI1V9 Al. ''" 5L Pa'N3C71,A I" &sr 1N 4/. ci.t6 _ flI 1S3 4-o i ___ _ c. Pøi'i# A' i%' Al £'i6 S' 50 Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure P #Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, Ii = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 16/ IL.(/ Probe Depth (inches) 41, / ,_/l 4,/I b " Ld 1' 6 ' i,', ./' -• ' Wet Density (pcf) ivi /iJ(,j,.. /&/ /t-/( /yç" Dry Density (pcf) j'.g jyj4 ,qo.0 ,9a.913Ct. R lqi.lt jqo. - 1'//.$ /go.'- !i/,L/ Moisture (%) 3,3 3. 3 '- ?-4 351 5.5 9.9 Y -3 3-4, 3 MD Curve Number -! 3 ; 3 1 Maximum Density (pcf) Jg4 146 411 1 416.4 i• 1U,.4 t'j *,146.4 1g,'.4 19,6,4 Optimum Moisture (%) q ç. s c c Relative Compaction, RC (%) q. q31.5 q- 91 /1 q6c 9 3 Relative Moisture, AM (%) Specified RC(%) 45 ' 97 57 95 Specified RM(%) ± 2 ±2. *2 *2. i'— ±'z. :17 ±z. Conformance (Yes/No) Nuclear Gauge Model and Serial Number: I This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: 7,n pJ/pt 14,E' Si e2 - Client's or Contractor's Acknowledgement: Name: WaL(Jon..'i. Signature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA. Project Name -en Project Number /6o .' - Test Date 1/ - Page ... of Client Test # Material Structure Test Location and Elevation or Depth relative to... p,4$7,-/4 j. &7dr Ia A13 S 1 4004So i•3.' A sc. . /g A .J sri' I x-So • . . 'OSEfl't A I.* s'r Jp)D ¶ - ,.g /Lit3 m 16 A-So • /5 A. - . I Pou.jcrri.A. fJJ. A3. Boci'JO ALA iPfli J. uJ• j3,D . 10--.. 3, t, PoM5UrIAPJ. tA3. 43.DCJ tJ P 5cJ'-. sm 1S3i-5 /3A3 ,4, 3c s- IS + /O /1d C ,t.cr,-iA tj. Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, ' U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other . It Test# 142 fl3. ,g\ 1 IS —/4,kp 171 14V I-EV7 do. Probe Depth (inches) ,d) 1I (I) ,fl ,1) 1' (off 411 411 Wet Density (pcf) l54.3 J97'c Dry Density (pcf) Ig4 Jqg3 /go.- I'll I lghs- Jgo. I'I . Moisture (%) 1/., L/.9 3#1 3,g, .1_ ' c.96 4.'! MD Curve Number 3" 3 . p 3 "3 3 3 3 Maximum Density (pcf) -- iq&.46 /'iad ,'i&,4 p/4 ,L/6 /VØ' iq4 I'ii;ø Optimum Moisture (%) 5:46cd s4 'rag <4 1 d c. a Relative Compaction, RC (%) q L3 ? 94l y g, Relative Moisture, RM (%) Specified RC (%) g jç ç c 94 95 ,l_ 9ç Specified RM (%) . + ± i. a t 1 2. 4 1 Conformance (Yes/No) .( Y ç' y. Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for performance in accordance with the'plans, specifiations and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: PA,.H€1. 5,. Client's or Contractor's Acknowledgement: Name: Signtur: White- Office ,. - Yellow- Contractor , . Pink- Field Technician' -- - Testing ,Engineers-San Diego, Inc 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 7155800 Fax [858] 7155810 S REPORT OF COMPACTION TEST DATA Established 1946 Project Name .PoM/5E777a4 Project Number Test Date /1 ID Page s. of . Client C,71" J C.'ifL.Tt Test # Material\ Structure Test Location and Elevation or Depth relative to... l ow/ to*JMO c. c.(& -VIM 1 X5" 9951 /7'.. AZ SC /13 44,4. L'.',) owD . sm sg4-ç) /8"?' k' • Pet g, ..) . S1P t# /c -ftB Sc Pøip.s,SErn IS Ioh1'ia0 o #sø fb ,4 St17)* LJ'4. t-' 6oti'JO P• C4lR. ott4SEarr LP-3 c3oitJ.p Ar AS jbi r'rn LN. 15C i. .ocJ&1D N c, 6 b ,4rn4 , jo ,j• S .35 J -> 5ilt . I 3 ot71 / 154 LN. *J. B°c.. +50 Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# / If 5' jq 1410 Probe Depth (inches) b II (lF ,I1 II Wet Density (pcf) 1q95 igo, I 1q;, pp.1 /j /f• ( I'/.. 2 /4'Z,3 Dry Density (pcf) /i4, /)b .8 i.s 11 3J /W.( /4/0,3 /,1o4 //ô.i) Moisture (%) 2- 1 5 /,4, ç ç 3 .1,q MD Curve Number 3 3 3' Maximum Density (pcf) /#4,. j 111.1,4 P/4. Vb.1 /4ji /l44 li'IL,.a Optimum Moisture (%) Relative Compaction, RC (%) Relative Moisture, AM 'p;, Specified RC (%) 95' c7 q5 9 `1435" Specified RM (%) 4 2. - - ± i* '±2= - . +2. ±2- Conformance (Yes/No) t.j.7 4/ LI (1 (yF Nuclear Gauge Model and Serial Number: ' This report does not relieve the contractor of their responsibility for performance inccordance with the plans, specifications and applicable codes. The contractor'rsponsible for scheduling retesting of reworked areas that have previously failed to meet specifications See accompanying Daily Report for description of work and observations. - TESD's Testing Technician: Name: Mi/7. 5. L. ,n.iC Signyr1'2 ' Client's or Contractor's Acknowledgement: Name: V'J '(-J L.t.Y'ui Siture,: / White- Office . ' Yellow- Contractor — Pink- Field Technician Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name ,asc1 7flA Lj. E?2cd1 ?. Project Number SIOO'3 Test Date 11-116 Page 3_of 3___ Client (/7-V O,C A-PLLS ,414D Test # Material Structure TesVocation and Elevation or Depth relative to... s 4)L L/'J P S7* sb-f-9'4 s_ '' "7° _193 p 02 5c i —rn,'i 4,sJ. p 156+'a %1 f412 po,sJs5-7,-rn (.N. frJ, .aa'V /V• YP? /-ic f% # Po,i6-7$ Liv. J. 5oi.' c.'g.a 'rq i-Cj At3 , '— rot ,J %V A. IJJ. 13 fo jNO N. c. 4 ri /604-60 /19AA P0 POI 74 ' - , /q' A sc b iN$'Y71i?- ,ô #50 Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# _ -. /9y Ar. 19r L9I Probe Depth (inches) Wet Density (pcf) 1m3 !.'i !, /4'L.8 /W.2 /W /'/5-S J'/62 Dry Density (pcf) /I?.2 LQJJ I'IO1' /2.5 /gi.' 131.2 /'Jo.2 jq 139.8. Moisture 4,3 MD Curve Number / 3' 3 3 73 '3 Maximum Density (pcf) /,5 / '/(p. ji/,, jq,, IVb s ,Lis1q10.4 lqh J Optimum Moisture (%) 9.5 Relative Compaction, RC (%) Relative Moisture, RM (%) 2. 923 943 9. 29 ? I 9si1 96. A i V. Specified RC (%) 10 95 qc.' qc 5 ç 951 SpecifiëdRM(%) 2.. ±2.. ±2.. Conformance (Yes/No) V. Nuclear Gauge Model and Serial Number: '6/ S This report does not relieve the contractor of their responsibility for performancei'n accordance with the plans, specifications and applicable codes. The contractor is, responsible for scheduling 'retesting of reworked areas that have previously failed to meet specifications. See accompanying DailyReport for description of work and observations. - TESD's Testing Technician:' Name: Signat Client's or Contractor's Acknowledgement: Name: tEi L Lt i&jftA Lctui_. Signature: White- Office Yellow- Contractor Pink- Field Technician JI - .'. .. .'. . :. .• . . - , . -,'. . - - . Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-810 .,. -I. REPORT OF COMPACTION TEST DATA Project Name Poa Si--t 0, t A - R4CM C... Project Number S100 3 Test Date — 0 3 Page AL of Client Test # Material Structure Test Location and Elevation or Depth relative to... i ct .&) t3ouJ0 3j __40V& -Vript_ U') ,.4 l3iJt'JO oun4 ) 4 •• ILl, POt4S -rn#r j.%A %,.J JtJO ZtOUTh JU. 5.4 STA /5sH,5 C INSCTTI* .* Lri 1..,) 8su £.? 50f)rrf WL8 4 e- j.,j.aarno So.1774 c.i.c6 fj'pi$g r J (.J. do'/'V.O • 'J' sa.'nl 5* 6.."# N.aj/ e.v,tô Ez 1- S f AA,r.*'rn4IAJ. AJ. *04TH 4/As 132. 5 p g J. jy /5V4 so Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil,. 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# /2V / i - Z.2 ia' /3/ L3L Probe Depth (inches) " L" h" 6 o il Wet Density (pcf) 13.2 M? /'.' jgi.<. 1c, 1 133 1117 *5 /30 /g, Dry Density (pcf) -.- ifl: 12.1,3 ,j,t/ 12.2. /23,5 /2h,.'1 /0 i.acs' Moisture (%) 11, 44 //.'1 /0.3 ,/ 4?,q 11.1 9,15 3- f, 2. MD Curve Number - / / / / / / Maximum Density (pcf) /7•5 /fç /.285• /S /a2c i:.c /gç ,.iv /1 Optimum Moisture (%) 5 9, 9 _ 47,51 9.5, 9. 9,5' *1,5 Relative Compaction, RC (%) çj i4i '5./ 9 3 '? Relative Moisture, RM (%) pecifiedRC(%) gç q a)$. qc olS, fS 95 9c Specified RM (%) t_2. t2. 2. 1 j 2.. 2 *2 2.. 2... Conformance(Yes/No) '1. IY tt' ' 4..ç' 4*.# ly' / Nuclear Gauge Model and Serial Number: L1_.J-9#V This report does' not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling. retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: 5.Lo iAZ ItSignature Client's or Contractor's Acknowledgement: Name: ' _______ /h7 White- Office Yellow" Contractor Pink- Field Technician 09-- Testing' Engineers-San 'Diego, Inc. ' Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 1 [858] 715-5800 Fax [858] 715-5810 - REPORT OF COMPACTION TEST DATA Project Name 'e,,.sE'rri,4 L.4 'I ' Project Number r/00 3 Test Date //-- o k. Client Test # Material Structure Test Location and Elevation or Depth relative to... 133 5 s-r 130i.j,.iO Po$Se'Tfl PS I,). EL - S. Gr,, P si- i/,V# po,v$'7?7,9 L4/. /3_"r 5 P 'm /,6z)+5'0 P f4r4w -. Po,'Jerri4 LN ç SC. J3 3 ' eAN6 ez-. sm /3 ' ?Qrc,,1O Sc. ,4svNs#rA 4/. jpi '/A 13 0j. cc... ... "" Ii .€. 7I /SV"oc.' j40 ' E0S1L1McJ i'.9M'j77?A L sJ. Ji7/ sç_. of4yatoolvo 4v3Jt7 L.1t' J.i,rH ciA4 -,. ,r "Oo 5C_ e'-' ,# Thn- W. 641 EL-c,4 J1 FA ,..Material: Structure: S = Soil; AC = Asphalt Concrete, ATB = Asphalt Treated Base: AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities/W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # '_-. /33 / . , , , ___ 2 Probe Depth (inches) , T" 4 ,1 T' r' " it T" FII II .lI Wet Density (pcf) /3$2 /34. 134 1:7-V9 139.3 /37,71-34, /31,.9 /3'! i .! Dry Density (pcf) - /,y9 /3,3 /a3.I ia9 /13.1 /3' /2'/;2 I?J.(o 1,24-1 1 /3.3 Moisture (%) V. 1 /Ø Ii. 2. lo.3 /* .'9 1,5 9, /6. - 9. / -. MD Curve Number Maximum Density (pcf).' /fl. c ',.s /1343.S i,s /i3 1-ITS Optimum Moisture (%) 9• ' 9,5 9, ç. 9, 5 . 5 9, 5 , ç . 5 4.5 9-5 .Relative Compaction, RC(%) .9L qs9 1c g6 96.3 .12,7 9&140 %. / %. Relative Moisture, RM (%) Specified RC (%) 95, gc, 96*. 5 SpecifiedRM(%). J. ±Z ±2t ±2 2.. 2 ti.. ±2.. Conformance (Yes/No)' .9 ? • fr' ( L1 .f ( r.( iiy1 Nuclec3auge Model and Serial Number: ___________________________________________________________________ This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areasthat have previously failed to meet specifications. - See accompanying Daily Report for description of work and observations. 01 TESD's Testing Technician: Name: PofolleZ X i.a*'s2 Client's or Contractor's Acknowledgement: Name: Signature: White; Office . Yellow- Confrtor Pink- Field Technician .t4* 2; ., • r - - £So Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST-DATA S., . Established 1946 )Project Name I Project Number Client Test Date". Page 3... of 3 Test # Material Structure Test Location and Elevation or Depth relative to,.. n ?0/4$tC'7' 14V, ROVV 40S4. jqq s p IWJ P '" ". 4". Y" " ' , -5.4 ,-,i ,c 4(1C) . p POVAO i q- j ? pe7—r,* " . 4 6 p ?/v5 -M s.'v J• 9Vv' eq ,, 't7 /f/ +-0 a ;r A 44 . 2 i 7-7#T LI" . S .45!S4 i- ,,N5ET74 Ls0J 4J. v",i#'5O JG Silks p ft -rri.4 AFL Zs:r, Material: S.= Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Bate, CTS = Cement Treated Soil I LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# ; ,yy LY~I /4's' /'- jg yg 1,50 LL /52 Probe Depth (inches) V11 f'f' 711 T" T" 8" spit - Wet Density (pcf) /39 135' J3 JJ.4 13 l3'/. I 3S 436 g 135',2-1,37,1 Dry Density (pcf) / /22.9 /2 'j/2 tai* I23L/ I'S3 j it 5 19m ' 1a3.' i a3 . Moisture (%) I/3 /,, t.. 9,9 g, 1 At/ v4 too 6 II. 2-19. 2. IS MD Curve Number Maximum Density (pcf) 1Q4 hV1 /27.5/t5 11_.49 /f.5/).t15 1)9.5 1,21.5 Optimum Moisture (%) 9,5 q, 5 ff, 5 g, ç g,ç 9, 5 9,5' q ' g,' Relative Compaction, RC (%) -- 9' 94 9f' 95- Relative Moisture, RM (%) Specified RC (%) 9' . qç 4' 9( 45' gc gç Specified RM(%) 4- ±2.. 42 t tt 44" 4'2 Conformance (Yes/No) V " Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. .- TESD's Testing Technician: Name: !,.,'Z'b Signatre" Client's or Contractor's Acknowledgement: Name: tM I LL(I'1.- LOW Signature: White- Office Yellow- Contractor Pink- Field Technician - - v; - Te g Engineers-San Diego,o. Establishèd'i946 11 - J 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name A/Ml SK 7Th4 /A 427L4' e Project Number /.T Test Date 3 Page .. "OL_ of Client Test U Material Structure Test Location and Elevation or Depth relative to... - o3 i1/ 11 QV"Ac~ #tt 7,49D,.S &.3i,c' __ AlL ..•.. p I S jiL 7' '4 ç al -- Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backf ill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# ol/6265 Probe Depth (inches) 'SI 1w" 8' Wet Density (pcf) 13S 1344 Dry Density (pcf) I3. (' JL2185.2. Moisture(%) /o.' q.. MD Curve Number Maximum Density (pcf) )5 Optimum Moisture (%) 9_g= Relative Compaction, AC (%) 9& _2. 4k Relative Moisture, AM (%) Specified RC C) 519's SpecifiedAM(%) ±2. 43 ±2.. Conformance (Yes/No) 1' Nuclear Gauge Model and Serial Number: Sii_. _ This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. * TESD's Testing Technician: Name: ZM4&&Z S Client's or Contractor's Acknowledgement: Name: Sigrture: White- Office Yellow- Contractor Pink- Field Technician M Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name /b,1v5c7774 LIV. ,'E2Cdl/ £. Project Number .' DO 3 Test Date 11.2 V' 03 Page j. of Client / ,1." Test # Material Structure Test Location and Elevation or Depth relative to... se 5Th IOøO SrA 1914 COD El.-3,39 Z01(S StA i 5p +o &.- 3(o% ocri S st sr & I + So EL - .i -co sc- Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # .20 & p6 110 Probe Depth (inches) (t _k11 II Wet Density (pcf) gp,( taq:L iaot 3 I30.5 Dry Density (pcf) II.I )tfs"(Q I%S Moisture (%) , I '3 10 ' o? MD Curve Number Maximum Density (pcf) Optimum Moisture (%) 91 9,' Ill-115 c ç Relative Compaction, RC V6.2. 451/, / 'a i/ g2 Relative Moisture, AM (%) fl ,(o ) j, t "I " 3 3 Specified AC (%) ô 9 0 0 O 90 Specified AM (%) ± ± 2 '1.. 1 4-2- * I Conformance (Yes/No) V I Y I 1-1' I ' I Y ,- Nuclear Gauge Model and Serial Number: 1RMU.t'& 7901-8 i 4 103 '5 / This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: 4A/f2. r, 11""Ve'sicinaty Client's or Contractor's Acknowledgement: Name: '&h L.L'St-i LO412..signat'ure: t1./Il&AI.t White- Office Yellow- Contractor Pink- Field Technician ?' Testing Engineers-San Diego Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name R,#A'E7fl4 I4' AEIIJ Project Number CD 2 Test Date /1 /9 3 Page of Client c 7" Test # Material Structure Test Location and Elevation or Depth relative to... bO -<-- IL 4' f 0 S,k 6 '- ' j S iL is ELtokJ r1b2_ IS WL 4, sm SO,'°' . , I L Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Othe" Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U =Other Utilities, W =Wall Backf ill, SC =Sidewalk, Curb/Gutter, 0 =Other Test # Probe Depth (inches) it g.si Wet Density (pcf) Dry Density (pcf) ._ /23:E.L1J± /.22.2 Moisture (%) MD Curve Number -.-- ' Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM Specified AC (%) $_ Specified RM (%) 2. -2.. - Conformance (Yes/No) 'f" ( t1, Nuclear Gauge Model and Serial Number" b/3' . This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable - codes. The cótrac(or is responsible for scheduling retesting of reworked areas that have previously failed to meet. specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: Client's or Contractor's Acknowledgement: Name: 2.o_3 Signature: '.0 - White- Office Yellow- Contractor .—Pink- Field rechnician tin, gE'ngineers-San Diegnc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name Po1 reA LAe R Project Number U7 3 —0 ,9 .5' '.S Test Date C) - U -3 Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... 53 S (.') Lrf11' _(c -re ,./)--#--r.'i ISotoc_"z..1r;I L'A-t I,r,°(s —1 t /)2Pr otis; —55 S i' c-i _I S,-r 5 S (,i/ c-7-I o -S '3 17 5 S (A/ 5 (l r—reJLi_tIie Material S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 5 4 MI A 5 S' Probe Depth (inches) 7' r ' Z( 7 Wet Density (pcf) 00 /;1,, _ 7 )9 J) /)9' Dry Density (pcf) I03 /179 I1' /)5_ Jj4_J //(..1 Moisture (%) .I 10,_ /0,! MD Curve Number MaximumDensity (pcf) ~ )~' W5 I) 5 /? C c j Optimum Moisture Relative Compaction, RC (%) -q_/ 9a c/o Relative Moisture, RM Specified RC (%) 5 9 0 '30 ui 9_o Specified RM (%) Conformance(Yes/No) a E~: 'I , Yes Y es — Nuclear Gauge Model and Serial Number: Cf/Il 5I '5'C)d 5 0 .2 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: /Y)1//r Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician t.. Project Name Project Number Client , T•ing Engineers-Sn Diegc. \ 7895 Convoy Court, Suite 18, San' Diego, CA. 921,11 [858] 715-5800 Fax [858 715-5810 715-5810 - - . - - REPORT OF COMPACTION TEST DATA paln5'e-frA LA /''-i 3 Jest Date /0 / — 3 Page _2 of (1'y ol CS 15, 4.) Established 1946 Test # Material Structure Test Location and Elevation or Depth relative to... . . _ctref 1 p>tiS CJ21,4 S-7 ; 1 51 L, ( - - I V V, - t• P 'X _ F I Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB =Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Stc Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Testi - _ - Io, Probeepth(inches)(. Wet Denity(p9j)"—' dryDensity(pcf) _ ;4 Lily IV7 .7 Ii1.- Moisture 1_3 MD CiiieNumber Maximun1 Density (pcf)/).5 1)8. OptimumMoisture(%)'I C Relative Compaction, AC (%) f 9 Relative Moisture, AM cii o go Specified AM(%) - T' .1 ' Conformance(Yes/No)( '9_eç f , Nuclear Gauge Model and Serial Number: Cf_A)_9 /_I_,5' 0 ) This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for descrStion of work and observations. .\ TESD's Testing Technician: 'Pane: ._vvi'_. _.i_,,fli'ignature: 1L11_ 9 1'h1if \Cllent s'r Contractors Acknowledgement Name W (.t( 'r' ____2_ Signature White- Office " . "tYellow Contractor Pink- Field Technician ' ) (* Termg Engineers-San Diego1c. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax (858] 715-5810 Established 1946 REPORT OF COMPACTION TEST DATA Project Name P0:,Se-74rn Z Ac)e IQ to ck Project Number cj 00 3 Test Date I -0 3 Page of Client C1i ol Test # Material Structure Test Location and Elevation or Depth relative to... S 3d"_o/,S_c'1-714I_ir_51,r:'53i'-/t,/c/,'it/ ( .S LAil )S _/L L% 7 S (A/I 9o"c1jrr '7w1i/C' _S1t_90 . 69 s g- O (AJIcf S.1',S147 5.?-f-/_i. /7 7- 3 LiI 3''L.i c_i_(1\(/0,kf.yt _51471i _Y-,-?o 3 5 L' ?)t'I S tt,71t1._(.L/ _y74,.1 X 7 --o __T/ _17t Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer; ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # 6 & ' 7 c, Probe Depth (inches) 9 7 PW c1 Wet Density (pcf) lc2V /o7 I7( /31.3 L.c( 130 l?4 /3!,! Dry Density (pcf) ji'j1 J'3 )' 1)O.3 L±2d //4'7 _ 0.1 Moisture (%) MD Curve Number fnp.Sc I i I / i Maximum Density (pcf) /ç) i?o Optimum Moisture (%) , j 5 S.S q,j q, s c,_ e,f Relative Compaction, RC (%) G ' /-1 —7 7 95 cj I ç ' ¶7 C, 9/1 Relative Moisture, AM Specified AC(%) 9D 90 S 90 C4 d Specified AM (%) o? t o) ) 2 ' Conformance(Yes/No) / _c ljc .r Y ,,5 Yes I '/S Yes Nuclear Gauge Model and Serial Number:'- __CPNY122_D This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: A yllrfl,)^(44 ;ifr Client's or Contractor's Acknowledgement: Name: (tLUt LO/ Signature: White- Office Yellow- Contractor Pink- Field Technician - ,,. .. z.. cf:t' . )" ..: - turigEngihéers-San Diegoc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name s e L a, 1 ( R Project Number 5,1 0 0 3 Test Date -3 Page Of Client Test # Material Structure Test Location and Elevation or Depth relative to....'7)/,>) D 3o" ,L A _i_fO.f, -hr /A/)P_T47,.,74z cA.h/, / S / 30" W1 L . _L s; 7A __ ..S4 o ?o" Fi'Aq H $ 4tq 1A ,r 5 4 3o'(1J.t &tfl5(1 _I,i rii _cAAJ 5 L1 3 b'_c,'.f-"Ia Ir7:LA 5 7'4.r I 1l(eA/. _ 'l7&. Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# Ca i ProbeDepth(inches) Wet Density (pcf) 1_' ) P'i, )?I, /c2?,341 /_i1c /' Dry Density (pcf) I_Y'3. 1153 flJ,7 Moisture(%) MD Curve Number — rr ALI 6 Maximum Density(pcf) '3) ') 7 / 3 c, ,P30 1c ' Optimum Moisture % 9.0 . o Q.a L q. o , '9 o Relative Compaction, RC (%) 9_'3 Relative Moisture, AM Specified AC 50 ' o % Specified AM (%) _ ,2 Conformance(Yes/No) y,,ç .C'5 Ye c /t c le. C- Nuclear Gauge Model and Serial Number: C.I"uI_3/ )'() _.)) This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: _ It e f_/ Signature: Client's or Contractor's Acknowledgement: Name: cCu. Signature: White- Office Yellow- Contractor Pink- Field Technician dr-hTung Engineers-San Duegoc 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Established 1946 REPORT OF COMPACTION TEST DATA Project Name fO' ,2 J LA 4 ( Project Number L2.? 3 Test Date — I)' * 3 Page of Client . C; ' (A A / / Test # Material Structure Test Location and Elevation or Depth relative to... 4 S I 0 1(J f 5 ,r - J7r, " 11A —P '- 9 D J S' Li1 0"tJf,S 61 ((1 ,fL Ji4-7,. 3d' t.i.I -ti f;-re ,' f17', "5' ii ( 5 J c, . , 55 - 31,,/ 'I of frro( L'L c,. 517; 70 S J 3'/1J tir,e (L,i ç;p, c/O -1 / 1, 1f CLL ri, $4i. Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# j 7 K ;7 ;7 - ___ / Probe Depth (inches) - 9- 91 2 JP__ 9' Wet Density (pcf) )'7 J)I) 17' /29 P9.1 1 -3), -1 3 d,t Dry Density (pcf) ____ 0 3,1 j )3J J]'7.( J L1 1)1,9/ lIJ I) - /)9' / /y". Moisture (%) C , 'J i4 o)• k I.) 1&1 /°i MD Curve Number (u, Maximum Density (pcf) I 7.o /) 7; /) Optimum Moisture (%) 7 9 ) 5' ,ç 1 -55 ç 'j ç Relative Compaction, RC (%) 9_ C 1Gj Relative Moisture, RM (%) ' t, 3 / i4' ' i .1-' f 4ct civw Specified AC (%) 0 0 9 6 9 u 17 0 Specified RM (%) ' -) * ) '+) ' Conformance (Yes/No) ) ,s Y o )( t $ p','; Nuclear Gauge Model and Serial Number: L P1' 7/ b .2 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: Client's or Contractor's Acknowledgement: Name: White- Office / 4i ;(f/ Signature: (A.-cLvii. C\ uy'/4'1'-'\1 Signature: Yellow- Contractor Pink- Field Technician T•ing Engineers-San Diegnc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA o,57//2 LAia PiIL Established 1946 Project Name Project Number .fi0 ô Test Date /0 i2 6' '> Page of Client 7- V o( CA r Is ba,-i Test # Material Structure Test Location and Elevation or Depth relative to... . c I'a, I /(J/ 1 r,74 S P AY AAJe ( /)I(, AC 09 /)" 4I' )AffI/4L3i 15 A P p4" Lcr /,p fl f3 4 fl LA -r( I'p r c 2 I -,/- d I " Ct/ A.-;-(p ( T'(( Of3 i1;(( / C t )4 'L7,, )4" 'I c--7 L I)Q / f\ C, P /' (e 74" 4( @ 7A.7.7O Material: S = Soil, AC = Asphalt Concrete, ATS = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil. 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# _ - 3-1 95 7-6 -7 5 97 Probe Depth (inches) 9- 2- ? :t.- 2- y t Wet Density (pcf) 3 '1 39 ', / 4 3 /4i /9 ' / j ( /4 /)5 Dry Density (pcf) /::)V) I) 1.20 130'13(1 01.4 - - - Moisture (%) -- ,'0, g 5 /3 , - - - MD Curve Number 3 3 Maximum Density (pcf) )33/J 3? o 03o Optimum Moisture (%) C7 - ' "t 4) - - - - Relative Compaction, RC (%) 5 G Relative Moisture, AM (%) SpecifiedRC (%) c 5* 5 5 9 $• ç _5 5:c- 5 Specified RMW0) ? ± Conformance (Yes/No) s J )v( 7 C1 5 1ff f4! - '.> ( Nuclear Gauge Model and Serial Number: /'/* J" This report does not relieve the contractor of their responsibility for prformance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: A 41. ii, / signature: rIAj 4' Client's or Contractor's Acknowledgement: Name: M IL U t-" LIW 1. Signature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, Inc. EstabIid 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name P0 i tq s rr i a U'. R.EP'. Ck C. D0CA as.L Project Number IT 1 0 o3 Test Date I ,. — — 0 Page P. of j9 Client Test # Material Structure Test Location and Elevation or Depth relative to... 3-115 s i4o tAAtNLI CD Z,ic%-I s-r -'4S o S 4L 4 Jr + çm +t C 1L 3b' \ . Material: S = Soil, AC = Asphalt Concrete, ATB Asphalt Treated Base. AB = Aggregate Base. CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Sectiñ, General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SG= Sidewalk, Curb/Gutter, 0 = Other / Test # - _1111 __ Probe Depth (inches) dg.l t H U Wet Density (pcf) Dry Density (pcf) Moisture (%) MD Curve Number Maximum Density (pcf) 91 13 101 Optimum Moisture (%) 45 41.5 I'S Relative Compaction, RC (%) qç It.1 k 61 4 A Relative Moisture, RM (%) 4 , +4 j 41, 1-13 Specified RC (%) qo q0 LA O 90 Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: tXLt. 3' %! t- S This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and,applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name - bA i.tL S. tiEignatu,: Client's or Contractor's 'Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Teic*iij,i=nirQriJfliairi Iri, Established 1Q4 U tIU IU UUU .PLlU U UI U. -- 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA L*. - Test Date t.—O2 Page _of_ oc eQLSAO . Project Name Project Number Client Test # Material Structure Test Location and Elevation or Depth relative to... .22 Ct S jJl 3o S b4L o 45 EL 'b2 ) 3 L3L k Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # Probe Depth (inches)03 I S Wet Density (pcf) .. t36 b is'c 13 1 A Dry Density (pcf) Moture MD Curve Number Maximum Density (pcf) . '35ats !' Optimum Moisture (%) Relative Compaction, RC (%) i4 Relative Moisture, RM (%) Specified RC A64 C1 S°/0 lb. Specified RM (%) ' Conformance (Yes/No) '1' Nuclear Gauge Model and Serial Number: 1( (4'(?_. W'4 H 3 SCIU''ç bL3 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: - Name: i.4T . Lo_JQtnatue'!' Z.3.' Client's or Contractor's Acknowledgement: Name: W'(.J.i.". LYi"3'JL Signature: .,' White- Office Yellow- Contractor Pink- Feld Technician O Test1ig Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name v L4-.e eeacl e F Project Number Ob 3 0 Test Date d..40 Page _&_of_._. Client a' 7/ Test # Material Structure Test Location and Elevation or Depth relative to.. 2EEL 3o S S LIt CAI 1/?" /'Sfcf LIt. 4rj_/5/7'0i'1 y,4 T(tI Vi r,4-n- ,J' ,f 4J 31 3 33 5 5 S WIT t'I ('i J'Yeel LI, I. *50 I' 7' 54'J ciJ 't b., 1.Jy /5 5o'I''fy,) S_&A4L 1 llct' uio /5fa -:31 s L' I I4 JTt' / Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure P = Pavement Structural Section, F = General Fill, N = Native Soil, WI = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 29 3c, I 37 33 Probe Depth (inches) " 9' 9'91 ? Wet Density (pcf) L3,( /21.3 jj /6:?c t'i.ç Dry Density (pcf) (,.' i13!L2JI135l -3.1 iI21 Moisture (%) 3 7A 1, 4 MDCuve Numb err1" fA" n'5 pr%- AtVc C..-..v& '4'5 C.i Maximum Density (pcf) Q'3,', 171 o / Q 3, o / a I 7.0 Optimum Moisture (%) 90 % % c, q Relative Compaction, RC (%) Q 9_ c9 Relative Moisture, RM (%) Specified RC (%) 9 90 '' 7 0 Clo , Specified AM Conformance (Yes/No) ie s 'Ins .1,'s I ies I I c c _____ _____ _____ _____ Nuclear Gauge Model and Serial Number: £- PN 0ff o Ic' -01, This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: /Y) lie C Signature: Client's or Contractor's Acknowledgement: Name: W(L(1iLi+4 L-P'L._ Signature: White- Office Yellow- Contractor Pink- Field Technician 7895 Convoy Court, Suite 18, San Diego, CA. 92111 Testifig Engineers-San Diego, h. Established 1946 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name Pp 'ti S! 7'74 L4 eQc 1.. Project Number O 3 0 TestDate_?"o'2.c, _o 3 Page__of_._ Client C i / .,7e' Cq b Test # Material Structure Test Location and Elevation or Depth relative to... 35 36 h S-.4- S' LAJ ,i I s o t. ' (f• Lt LL-?/. i15 I '1±, 1_(ft ,1c.cf75 j. L e I Y ° 4/ S 5 5' 1 CA/I s-reti '- IL1m5iei £Lim.. I~ . 51 co, '- A'- ,' - j Sj tii. 1S3-&io S (-' "12 Ar 14 Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # 3c_2t Probe Depth (inches) ' 9' 7 9'• " ' r Wet Density (pcf) J3C$ . ( J 2 '3121,_ I '7' ffl7 Dry Density (pcf) 11 ) 1 7— .3 /J.9 Ii l.a' )_(.7 /I l0t /fl-, o Moisture (%) 3 90#'j M1. Curve Number *j' s4ns MA$ - Maximum Density (pcf) J23 Optimum Moisture Moisture (%) q, S. Relative Compaction, AC (%) 93 91 cjj 'IL Relative Moisture, RM (%) L 9 - L -,1 4 , Specified AC (%) 0 90 90 o q0 9 Specified RM(%) Conformance (Yes/No) jle i i es Nuclear Gauge Model and Serial Number: ' / ' C PiV :.?J(_) 91oo This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work-and observations. TESD's Testing Technician: Name: qJp,'f I'll i' Signature: Client's or Contractor's Acknowledgement: Name: 1. WV'L— Signature: White- Office Yellow- Contractor Pink- Field Technician C/ 7A '4j 7895 Convoy Court, Suite 18, San Diego, CA. 92111 Testing Engineers-San Diego, .ac. Established 1946 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name pa; A ScfM LAri ,2 ac'L Project Number 3 29 Test Date ?" 3 Page of Client Test # Material Structure Test Location and Elevation or-Depth relative to... '1 4 (/( JKh P az 45 c 'i ,m Li J j xts _ 1] Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil ITS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WI = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 44' 4~ Probe Depth (inches) . . Wet Density (pcf) )_2.3f I 125,3 Dry Density (pcf) jj ) K Moisture MID Curve Number _________ .1 Maximum Density (pcf) Ii c, Optimum Moisture (%) - .t, 95 Relative Compaction, PC (%) 9' CIO Relative Moisture, PM (%) ? Specified RC I £7 1, Specified RM (%) Conformance (Yes/No) '/,ç Nuclear Gauge Model and Serial Number: Pt' 310 gO c2 5 ?. This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: Aiso.( /'34'ii.i Signature: Client's or Contractor's Acknowledgement: Name: tf_iCLL.Lt.i LP(PL. Signature: White- Office Yellow- Contractor Pink- Field Technician 7)4 TesLing Engineers-San Diego, .ic. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name AT) Project Number c3 Js5 Test Date Page of Client C-k Crl Test # Material Structure L Test Location and Elevation or Depth relative to... __ JL 1e(le f oice- Lt-ne- :'•i-i WL -e - çJ$crt + `t] F Material S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # Probe Depth (inches) G " & Wet Density (pcf) aLL _1*4 Dry Density (pcf) Moisture (%) MD Curve Number I r4 Maximum Density (pcf) 15 13~)Jo ______ Optimum Moisture (%) cj5 (t'° Relative Compaction, RC Relative Moisture, RM (%) - .,)- 0 ) Specified RC Specified RM (%) + Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 30 , .ck- This report does not relieve the contractor of their responsibility for performance in accordance with the codes. The contractor is responsible for scheduling retesting of reworked areas that have previously fai See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: Signature: Client's or Contractor's Acknowledgement: Name: '4V'4tLL((M\. LtZ Signature: specifications and applicable meet specifications., White- Office Yellow- Contractor Pink- Field Technician Icp7L Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name _tTLA Project Number RID ô — Test Date q 6 3 Page P of 2 Client OP Cai'/.o / Test # Material Structure Test Location and Elevation or Depth relative to... 1 7' S Li I 99 '' I 7 t 5i sJ c,4 @,51Ar'o,1 1(Lif& rA-i) 5, r LA/I 3" ç /53 2 .54 3Sz.c/ 4'4g/' '-i+f ci-47 1 5 T,.T7t 'Jo' 'r 5-4- S i4 Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) . Ii iI .i.11 Moisture (%) 7J 91 } 31 r15 tj MID Curve Number 10 C_ Maximum Density (pcf) I 30 ) 70 I o 3, Optimum Moisture (%) 9,0 9.0 9 tp Relative Compaction, RC (%) C13 ±i_. Relative Moisture, RM (%) - ( / 9 (2 5 5 Specified RC (%) 9 Specified RM (%) ± G' f Conformance (Yes/No) fj j je /S ?'S Nuclear Gauge Model and Serial Number: - f'/'' Z'o Cl 0 2 JO This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: / ..qii. ?_)1W Signature: Client's or Contractor's Acknowledgement: Name: V4tLtts Lf3 e vc Z, Signature: White- Office Yellow- Contractor Pink- Field Technician 'T4 'k Ating Engineers-San DiegL Inc. 7895 Convoy Court, Suite 18, San D i e g o , C A . 9 2 1 1 1 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name Poll." Y e Aiii L4 K' e R e'ci c Project Number V3?YT3'zS" S°"27Test Date 3 0 pageL..ot_2. Client Test # Material Structure Test Location and Elevation or Depth relative to... 53 S j &JA1t/'/,'/ e.(1/ )Y7-T'Di ISOfOt3 P o1' 51 S LJ I5i-$' 2Prs;, 55 S £,j! c( /çq 62P7 59. 5 (i/ $j j47J/y '7'Ar)Ov I () -,'. 0 4J Iè''7 t'4 , Material: S = Soil, AC = Asphalt Concrete, AID = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil ITS = Lime Treated Soil, 0 = Other Structure P = Pavement Structural Section, F= General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, Li = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 3 c4 $.5 s_I Probe Depth (inches) r Wet Density (pcI) Moisture (%) 'T. I 9-0 /011 /01j -fl:3 AS i t MD Curve Number Maximum Density (pcf) )6 1cl?-C Optimum Moisture 9,511,5 (5 ,. 5, (35 Relative Compaction, RC (%) q / c1 90 go Relative Moisture, RM(%) Specified RC (%) C) C/o J C) 90 qo Jjj Specified RM (%) ?.. D — è ! Conformance (Yes/No) 'J.S ..,jes 5 )I$ )(.$ )'e5 . I Nuclear Gauge Model and Serial Number: 'A' I This report does not relieve the contractor of their responsibility for performance in accor d a n c e w i t h t h e p l a n s , s p e c i f i c a t i o n s a n d a p p l i c a b l e codes. The contractor is responsible for scheduling retesting of reworked areas that ha v e p r e v i o u s l y f a i l e d t o m e e t s p e c i f i c a t i o n s . See accompanying Daily Report for description of work and observations. TESD'S Testing Technician: Name: /124'/er Signature: Client's or Contractors Acknowledgement Name: Signature: White- Office -- Yellow- Contractor Pink- Field Technician 0 T6Jng Engineers-San Diego, 1C. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name O' 5 e #4L Uot /2 , Project Number 0 0 ? Test Date /9- Page of Client C; 7/ Test # Material Structure Test Location and Elevation or Depth relative to... o'J-" 5C1 S Li / L. L7g ir .jA 144 f )44 4, CV S Li / 3o"L'.j, L * A1- $,J... I4k 17 7 , L5:17'z) .c4.JJL4 30't,.), L.. L!I P'$c*4./sc,4e 53i'4 0 5744 4l,(- ___ 5 íi 3 5' t' I 3D" (,J, i... E-'c iUISC66 IAle-s--,- 'I2 ci) s(ii. t 5' (All ?o" ?1,L tA 4W"60fr56rft4 16 11,e 147;o-S 4 440 o £ii sIJ.'.- 3bt* L. L. f 1t1i PbhlJfr4 IAi 17D j 016i5e71'4 5rJi9or Material: S = Soil. AC = Asphalt Concrete, ATB = Asphalt Treated Base. AS = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test #_ Probe Depth (inches) k'_ells Wet Density (pcI) Dry Density(pcf) J'i2 LL'3 LiiLLj I 1/ Moisture(%) MD Curve Number -rr ,11A 1J 6-4-g/ Maximum Density (pcI) l'7t, Ii D )7.g I'2o / o Optimum Moisture (%) 9 a '. 9.0 q. q a Relative Compaction, RC (°") 1.L Relative Moisture, RM (%) .2 4 _ 9S Specified BC 50 ',3o '9D 5 '90 p Specified RM (%) ,l - -t t. Conformance (Yes/No) ç y >'e ç / )(#f Nuclear Gauge Model and Serial Number: / P ,'i/ 9/i) This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. f\ lt&O rcj ,/'/)/) Signature V'.(t.Lu44, Signature 10100,09. TESD's Testing Technician: Name: Client's or Contractor's Acknowledgement: Name: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, .ic. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA ce ,.S 7Lm L 5- J 00 3 Test Date I ° 0 3 Page of Ci7-7' Test U Material Structure Test Location and Elevation or Depth relative to... c S i 30"u/S_L7 _(j,&L _1 ''Sr " (.1_5%, L-c1i S ,.r-f,1I...S '11 3 _SAJ i, 1 S _I 9o"c-j7 S_uP ___ tt Yij _5ir,_37/'_% i j f 30"(lA/i ,S t.,.re f2 -f_e'a_' _•j _/ O 5 (jl 3oL,/j.,1 LS ________________ 7- 5 Li ( 3o (.í?'ç_ _ c ' _Si-- _5.7&90 2) 5 L, ?Ot(...i(S -A CL&k.JIZt _;f7o3t Material S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) Moisture (%) /1 /11 r.3 L?Li I )'3 o !itL I_?1.3 0)4 ))0 /2G0, Li LJ I L31i :ycc eLI qc1y C3 MD Curve Number M JQ3 io Maximum Density (pcf) )&- ixP~ 22L 1TCJ L g ç IdIJ Optimum Moisture (%) c.D q 9.5 ' S C7( q1s c._5 q.s Relative Compaction, RC "3 C) .ft4 C1I I Relative Moisture, RM (%) Specified RC (%)90 90 ) 90 '1 .- C10 o go Specified RM (%) ±c?- t t&: -. Conformance(Yes/No) c / 3 V / _.c Y e $ )' ç '/ CS ) _ S _____ t:J Nuclear Gauge Model and Serial Number:'C PAl 3/0 0 5" This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: ,4 v'rtL49F\'(/h;)i', Signature p Client's or Contractor's Acknowledgement: Name: VtLU-t 4-- _LO/t_ Signature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, .ac. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name i't' /4_i Project Number Test Date — /1 o 3 Page of Client 7' .01 Test U Material Structure Test Location and Elevation or Depth relative to... ?4 S (I "u1,S' S 1 3o"f ,S it f fi# 1íi 1°" (il 9 olj\4-rt,.e tL J1T' ' n7' 5' l"i '5 611 30" 1 51 3 bt4l. )?O S &uf '3 o'Wj T3O"L1If5b?AL. / ci.7 557J S a 1 t3D' L.t re Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 77p2c2- >i Probe Depth (inches) (9/. 9 9' 9.... p. p_ 9— Wet Density pc1 L2f J2L 122 /2 LII L3I) .1 Dry Density (pcf) Moisture (%) 10I LL'T!L C, 3 j_iL 4 C) r !r'IL4 IZQ 4A IJ -j)9JJZ3 ,o.f MD Curve Number Maximum Density (pcI) I . 7.o I L /2 / ,f /4.P $- /-)"'Y I ) Optimum Moisture (%) 19 0 j . .$' '3 .c '. S 1, 5 Relative Compaction, RC CJ cj Relative Moisture, RM (%) Specified RC (%) o '?b Q D 9 b 0 90 Specified RM (%) -1- ± 2. t.2 Conformance (Yes/No) JtJ '/f,s y'e> )C Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: s ') / Ii p Vs Signature: Oj, Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, Inc. Established 1946 - 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA - p Project Name Po, S e #4 I A,-) - (4( L Project Number -57O(3 Test Date /0 / 7 2 Page 2_. of Client Test 4$ Material Structure Test Ldcation and Elevation or Depth relative to... /02 r,q,) (L/ I 9€Y"Lti ,,. ' /6 5 A,7 5r44.. ,3 cJ LI /) j( /6 3tb y) / 9 L' ( - 3b' ti , yq yp / 4 LI,L (, f) ci, I.: I A rl A , S .) Material: S = Soil, AC = Asphalt Concrete. ATB = Asphalt Treated Base, AB = Aggregate Base. CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavert Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# _ - /oa )a3 /O9 /S Probe Depth (inches) -91" Wet Density (pcf) Dry Density (pcf) Moisture (%) /7 MD Curve Number -.- '1'5 Maximum Density (pcf) Optimum Moisture (%) , 0/-0 Relative Compaction, RC (%) ¶ I 4 g Relative Moisture, RM (%) Specified RC (%) 9 9 .9 0 Specified RM (%) ) -ia-4, -+ + Conformance (Yes/No) I V ($ -( p.5 Nuclear Gauge Model and Serial Number: (•_frl/j/ 7 / • ) This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: Tt',,r/ Ad JIM Signature: (lAt, Client's or Contractor's Acknowledgement: Name: Signature: White- Office - Yellow- Contractor Pink- Field Technician -. . ... - ... " . -,. .r . :.._,•, .. •. ,--. -: •tr- Test ngEngineets-San.Diego, Inc.. .7895 Cohvy Court; Suite 18,S4 Diego, CA. 92111 % . . . [858] 715-5800 Fax'[858] 715-58.10 . - REPORT OF COMPACTION TEST 'DATA '-, - Project Name c\, 4/?.e.- Project Number /0 N? . . Test Date_t4b.Q.c' Client Established 1946 Page Z. of 2. Test # Material Structure Test Location and Elevation or Depth relative to... fl S ___ i22sJi- J/4L/w I' r2)Jr- /&1OO. 38 I' ' 1,'ez4- ifIe4 of #73,, owb-o Q, /0— 9— t 3 r Prsu '&i&i ieh'a 1 . /// £—I. ;g)± /.c4ç (pC4i' //1d tôn Ow ,Q)t FkcL4Pc sSh -- (a of -_.Jf( ?/ c. 15ii 7c 54 /5c/S,o I f I '1 Material: S = Soil, AC = Asphalt Goncrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS= Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter,O.= Other • PL - 'Test # -- 91 Probe Depth (inches) Wet Density (pcf) Dry"Density(pcf) _._ /11137 1/Ky /12 /f'5'1. 117Y 'Moisture (%) ' , f/c!17 MD Curve Number .,-' 1.—'; 1' Maximum Density (pcf) Optimum Moisture (%) q c .9. ç c/Ic Relative Compaction, RC Relative Moisture, RM (%) Specified RC (%) D !3D 90 - go %t) Specified RM (%) Conformance (Yes/No) c (1 C I Afo (/, Nuclear Gauge Model and Serial Number: f•b,\..Qj J(\\s= tf (oI This report does not relieve the contractor offlheir responsibility for pertorrnane in accoance• with the plans, specifi&ations and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed tee specifications. See accompanying Daily Report for description of work and observations. . TESD's Testing Technician: Name: Ab lQSSignatur( Client's or Contractor's Acknowledgement: Name - SignatureJ White- Office Yellow-, Co'htractor Pink- Field Technician J / - --