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,.00T-07-1999 11:11 BONADIMAN-MCCAIN 909 889 3706 P.01 • • BONADIMAN-McCAIN, ,INC. P 0 BOX 6444, SAN BERNARDINO, CA 92412 ENGINEERS * CONTRACTORS Fax Transmittal PH: (909) 885-3435 FX: (909) 889-3706 SINCE 1942 LICENSE NO. 74600 A, B, C27 TO: Joe Cook COMPANY: City of Fontana DATE: October 7,1999 PHONE: (909) 350-6637 FROM: Penney Paulson FAX: (909) 350-6618 Number ofPages Including Cover Sheet: 2 REFERENCE: SLOVER AVENUE SEWER FROM HEMLOCK TO POPLAR SUBJECT: STAKING REQUEST JOE: PLEASE SEE THE ATTACHED STAKING REQUEST NO. 001. A COPY HAS BEEN FAXED DIRECTLY TO MICHAEL THORNTON. Please call (909) 885-3435 if this transmission is not received complete. L. D. KING, INC. FAX TO: (909) 937 4 ATTENTION: r. P NE: (909) 937-0200 Thornto n N` REQUEST FOR CONSTRUCTION STAKING BONDIMAN McCAIN CONSTRUCTION REQUEST OR O.: 001 w PROJECT: SLOVER AVENUE SEWER (Hemlock Avenue to Poplar Avenue) 0 Ql co co m m BONRDIMAN-MCCAIN L. D. KING, INC. JOB NO.: 124-10-3(M1 TO F3 LEbT * -= -.. _ _. . - _ , t 11�I Ati�I= iS CTi % . . fl 'R1 • *PRIORITY TYPE OF STAKING OFFICE WORK STAKES ARE: LOCATION (LINE, STATION TO STATION, PAGE N4. AND OFFSETS) DATE ORIG. RESET NON - CONTRACT AREA WILL BEAND/OR READY FOR STAKING STAKES WILL BE USED eZ-Alt ✓ _U lS ` as', to/S? ,A9WD o w-- • REQUESTED BY: e-, RECEIVED BY: COMMENTS: DATE: DATE: TIME: 4,17 A 3 TIME: PARTY CHIEF: .m m m m• If no Priority Number is given, staking will be in order listed and/or received. VIVAilsatalriagReqkt L. D. KING, INC., 2151 Convention Center Way, Suite 100B, Ontario, California 91764, Phone: (909) 937-0200 * Fax: (909) 937-0202 TOTAL P.02 LOR GEOTECHNICAL 6121 Quail Valley Court ♦ Riverside, (909) 653-1760 ♦ Fax Date: 1 .--( r--7 f FIELD REPORT GROUP, INC. California 92507 (909) 653-1741 Project C6A-n 44 eW fi(C.f No: 6 1- -).fi Client A--1) 14.k JCt t;/` N'f a Contractor: /4-. Project: 96 UP.._ /-eve _ '`a.)2,1/4_- Equipment: Time of Arrival: Time of Departure: Weather Conditions: '. (f 714 ,fi7 ize77.) 7 - /1/14, REPORT: �o ura,-Q iao ,174.( r rn m 1,-/ %4t it.fi -6 , s -A ,k t t -1i c%a-`. ..647. C . 47 (A r, N O - v ki4 r f , cr s-f 44. , s-7‘44 -(4 & GiA .2 .f 0-.--, U ,4-t s.... �� s�� er.� + t 0 "Se.y e -tIto I e3.4-‘0- Special Conditions: - � Copy Received By: LOR Representative: — ♦ i LOR GEOTECHNICAL GROUP, INC;. 6121 Quail Valley Court A Riverside, California 92507 (909) 653-1760 A Fax (909) 653-1741 FIELD SERVICE TICKET Project No: 6 1,-,zgt.e.fr Project: Se. Date: Client: k 1 C w j General Contractor: 1360 di 't / (CAul Services Performed Staff Code Reg. Hours Other Hours Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other Testing Hours Passing Remarks: 7 Failing LOR Representative: Client Representative: Billing per current fee schedule or by contract. LOR`GEOTECHNICAL GROUP, INC. 6121 Quail Valley Court ♦ Riverside, California 92507 (909) 653-1760 A Fax (909) 653-1741 FIELD SERVICE TICKET Project No: (*2t1 r Date: Project _crt 014.. A Lt , 1.0 Client: 4, Xi c r f General Contractor: 3.vA-dc+':c;( 44- Services Performed Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other Testing Hours Passing Remarks: / 2-16 '?? Staff Code Reg. Hours Other Hours Failing LOR Representative: Client Representative: Billing per current fee schedule or by contract. LOR GEOTECHNICAL GROUP, 1 6121 Quail Valley Court ♦ Riverside, California 92507: (909) 653-1760 ♦ Fax (909) 653-1741 FIELD SERVICE TICKET � . Project No: (n.. I ! ?;2Date: I Project: 5la U- & ram. f�. •._ Client: -i2 kt.tiN Ici.(iy General Contractor: o tich / 41 P( Services Performed Staff Code• Reg. Hours Other Hours Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other Testing Hours Remarks: Passing Failing LOR Representative:, Client Representative: J Billing per current fee schedule or by contract. • LOR GEOTECHNICAL GROUP, INC. 6121 Quail Valley Court ♦ Riverside, California 92507 (909) 653-1760 ♦ Fax (909) 653-1741 Date: 12-/4-r7 FIELD REPORT Project No: C 1e. 6' ' r Client �.l) iC,,,,: / G, o,/ //�i-1 Contractor: (dA.44J/,.140 J4(C4-0:-‘ Project: S(4 uf.^- /Fe.--e _G' c -- Equipment: Time of Arrival: Time of Departure: Weather Conditions: REPORT: :,e.( 11;4 Tin., /9 / (z, AM _i b.)&t.c f -7'1 7 m (F ,r' /a,7` 74-1" t4A--J 4-/( 77, --- cloiy — A )e,e, / r`�, o-t e 1 u . P, c4 e f 1,C► R 1A- Ito QisC %!'. 3/(7, , C t1.tist,,) �L6.,. ,*e.-i 7 , (-74.1 1/7 Cc _..41_ )1‘..4_ r1, f4 (O of t 44%,4- Tz-J-c*fr Special Conditions: LOR Representative: .-€?c=..5-`""-----C-opy Received By: LOR GEOTECHNICAL GROUP, INC. 6121 Quail -Valley Court ♦ Riverside, California 92507 (909) 653-1.760 ♦ Fax (909) 653-1741 FIELD SERVICE TICKET Project No: (2.2 '• 4 Date: Project: S to u, .. t 9 Client: ,41 A5 ! c r - 644 , General Contractor: g vryC Services Performed Staff Code Reg. Hours Other Hours Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other Testing Hours Passing Remarks: Failing LOR Representative: Client Representative:° r:41 4;1 Billing per current fee schedule or by contract. LOR GEOTECHNICAL GROUP, INC. 6121 Quail Valley Court ♦ Riverside, California 92507 (909) 653-1760 ♦ Fax (909) 653-1741 Date: %?', 6-` C FIELD REPORT Project No: C i 2-2g Client a (Ct "i"..y ., trf/ 'ei.) -k"A1/4.Contractor: 13caiv A a (AA4.0 Jut (-(A.1; Project: ,crc.y Ci .A -sic .SiQ-u---.. Equipment: Time of Arrival: Time of Departure: Weather Conditions: REPORT: tN LA ` 2 ,4-1e'1 I ve cf h' la. t .a.A. (g n.c fe i, //,'. ,41 L,/ 1, 9 to l -A-\. ' Cd".-1 Am,* A-.4.< 4 , ?/ `d P-a ,..L.- c) ; c, % .1 ,- 7At-t !A ° r:4 , / tlt,.; 3 r O .% T S wt_ F,4 (-0. S-, tke e Ai e e J f -v c tie <-(r c1 e. A ,- t.,Lti c.„_ oe, —r4y el) /J - S. /+1 kAA4 is . .4 a Ae r .< <( -/Le: C'"c, ovyt4 , ?�- r r ±c.") -rt. _P- -a+- ;,7- rr AA /-A 15' , ' r r t Special Conditions: ,,, /,'! l/447(- . LOR Representative: /, , - Copy Received By: • LOR GEOTECHNICAL GROUP, INC. 6121 Quail Valley Court ♦ Riverside, California 92507 (909) 653-1760 ♦ Fax (909) 653-1741 FIELD SERVICE TICKET Project No: 6 12.L Date: / 2 - Project: , j'fo %, e Li., Client: 4.0 ( w5 / C ' 4( ,+ .�- General Contractor: Rv,,,Q Jimg r i) Services Performed Staff Code Reg. Hours Other Hours Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other Testing Hours Passing Remarks: Failing. �J LOR Representative: r3` Client Representative: . �;�' { ci.4--,- � � :_.�.4.- ; ; Billing per current fee schedule or by contract. LOR GEOTECHNICAL GROUP, INC. 6121 Quail Valley Court ♦ Riverside, California 92507 (909) 653-1760 ♦ Fax (909) 653-1741 Date: 1),-?t(- 97 FIELD REPORT Project No: -7-� e Client & fi t.k I C.t..47 a .0 I N%A-'i4 ... ,, .. Contractor: f& r.1(Mdw 444 trA --, Project: cite)i.d6t— ...4-4."t re LAX." Equipment: Time of Arrival: Time of Departure: Weather Conditions: REPORT: Pouttze d Tie RA -.I e rzn- N1 14- i 9 Gin- --s ) 4 4- ei07€ C `it g7 -+-SS R 0 " li 64° e (e , --- .7_nJ r1 [a i J -2 134c14 A (( 71),„S N ua! J Li,1 Pt C),„ dy itit.n dat.+jq-- (..,( 7 c)/-i7o S,d, tA4_1(S, Ale e, re LA1. ((.1(cr ccN c_O 17, i � 111 ©,t. tie ezvtx.g-e2 ; Special Conditions: • LOR Representative: f,,,i' �--' Copy Received By: LOR GEOTECHN AL GROUP, -.I 6121 Quail Valley Court # Riversfdr ;taornia 925"07' (909) 653-1760 • Fax (909).6531741 FIELD SERVICE TICKET. Project No: p�6 . e Date: 1 2' Project: c /0 EXeA A -tie Client: Z. 0 g6w /ct-iy" General Contractor:' igr: Services Performed:, Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other, Testing Hours Remarks: LOR Representative: Client Representative: Passing Staff Code Reg. Hours Other Hours 1 Billing per current fee schedule or by contract LOR GEOTECHNICAL GROUP; INC. 6121 Quail Valley Court ♦ Riverside, California 92507 (909) 653-1760 ♦ Fax (909) 653-1741 Date: / 2`422'7% FIELD REPORT Project No: C. j 2e Client LO fig naq t f4ANa Contractor: A4.1,4citl`isth,-..i? rC4 t Project: Sit u r4 p, vt. Ce w,,. Equipment: Time of Arrival: Time of Departure: Weather Conditions: REPORT: Se u,e t if./1 P 41 ci (- Y?-fs-o) t t..J c-7c4 c(c-J -le ci S74,a-f-.' / ery ? S44 g r e ilk-4 iSiciae, S' (f/0 g AO .-4. ii doe 117761 r.U,,icsL.i - /-i-6 // ' /U R tN Sh la/LoUr dai hp Cc. ' f uj I 1 C hif-ti7Bo ii.A- s A{ -luet a f Et* 11ti'l- li7Ii'ri"T 6 .6 (Ivy.dl 1- 7 Jury,/ b/-)elz - l u-« j Ac i-y- -- -'�N, ,o At I, Ti, d ,t 1 yr c, y 5. 14-0 SA 1 d -- i 01 d A-6 t J c wirw, -/ L t( rfl, Special Conditions: LOR Representative: ; ' �'` Copy Received By: s+. LOR GEOTECHN AL GROUP, 6121 Quail Valley Court ♦ Riverside, California 92507 (909) 653-1760 • Fax (909) 653-1741 FIELD SERVICE TICKET Project No: 6 (. e- 4-1 Project:S(dt/ - ve Date: `'2%7 Client: LJ2 wr iCe 6)/7 General Contractor: pate✓#d t4 ,4 ( - -> Services Performed Staff Code Reg. Hours Other Hours Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other Testing Hours Remarks: Passing Failing LOR Representative: :t Client Representative: Billing per current -fee schedule or by contract. J LOR GEOTECHNICAL GROUP, INC. 6121 Quail Valley Court • Riverside, California 92507 (909) 653-1760 ♦ Fax (909) 653-1741 Date: Je1-27'17 FIELD REPORT Project No: (/„2.. 4, Client C141 ti tetAiAi ICt"', Contractor: eDy✓r(dfAA/el/ Project: cto Vi,.. ,i)-rJ f cI? %.,441..- Equipment: Time of Arrival: Time of Departure: Weather Conditions: REPORT: . :rjtt- "Ai U n11d u u- 'no tAA--te.t-- I t v t e (M .S .�.0" C(71-74o --rjr- ) ( i'- 4jv 7' A-4)r./ ^3c ✓ A t`� J,) 4_1 Z.('t.tec.,it/i,;"( f Iv . -73 'i '-fi.v.�.-,� 1-6 .,_,, - J' clzee. w�-� 01-f-- 12 "i 1' Lo c.- /.e ,,, r1 6 "M' c.J u p % f¢ li v •i.-1-< <- 1 dG 4: fieV .A'S., ± h 40 , tA„ M,T (.10 (4,,) +i /14 hi/ '.' ( 5'1 ei/ s'i//1 / /{ AJ I 1.71414. '..icejt°, f,E l4, _�i'!-S / SAPI-( ' 74 FN 90 -f-86 5e -t1- C goo-C91I A,46(..x? ifr t/vN 54-(14;il-e 1—,rev C 1,PiCkig 0 1":11— 4( ...f/W-le-m,fC i.3 f/tip. Special Conditions: LOR Representative: /1111 4- ----.. Copy Received By: LOR GEOTECHN AL GROUP, IN 6121 Quail Valley Court A Riverside, California 925.07 (909) 653-1760 A Fax (909) 653-1741 FIELD SERVICE TICKET Project No: 6 (J L r Project: .5/auc� 4,14 Client: 4.0 i:: i ; ,•,41 Date: g- o Vi General Contractor: 040Vct{ 444.04.. rc Services Performed Staff Code Reg. Hours Other Hours Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other Testing Hours Remarks: Passing Failing LOR Representative: Client Representative: Billing per current fee schedule or by contract. LOR GEOTECHNICAL GROUP, INC. 6121 Quail Valley Court A Riverside, California 92507 (909) 653-1760 A Fax (909) 653-1741 Date: ie.,2?91 FIELD REPORT Project No: Client Contractor: eCti/el dkiludi Ai A ral i) i--k.v1 Ct if; c• 5:- 4 , % 1 Project: K (ot._ A-u c S:e LA.A---- Equipment: ,. Time of Arrival: Time of Departure: Weather Conditions: REPORT: 51121.11.-4e-4 Q 1' 0-1-k0 _J)..,44e,, (3 I 2 4. 9 0 4. I- .7.`‘ 6 ( de. efe — /it III e i +r) d - Iti c-.5-3 '4-r V 10 iv rt14 0 t..1 e-0-7 (;7 A4A--1-f-4,0-4— ,e-. A Sr / ley ,CA ,- 1,, 0(< I • iii-fcmr& e ci044.6,evi- p.,„A 47,21-72i- , ..- - Special Conditions: _ --- . - . ) 4/ LOR Representative: d(6----------------Copy Received By: R GEOTECHN AL GROUP, INC: 6121 Quail Valley Court ♦ Riverside, California 92507 (909) 653-1760 ♦ Fax (909) 653-1741 FIELD SERVICE TICKET Project No: ( ? t t Date: Project: 5 s"„"-_e.�_ Client: ,� f' tic(c, 4.7o? General Contractor: •1Qot.Pgc-((•, ;v J / �C Services Performed Grading Water Line B.F. Tests Electrical Line B.F. Tests Sewer B.F. Tests Parking Lot Tests Street Tests Sidewalk / C & G Tests Sample Pickup Other Testing Hours Remarks: LOR Representative: Client Representative: Staff Code Reg:� Hours Other Hours r-� Passing Billing per current fee schedule or by contract. LOR.GEOTECHNICAL GROUP, INC. 61 21 Quail Valley Court • Riverside, California 92507 (909) 653-1760 • Fax (909) 653-1741 Date: P.--6).7-C4/* FIELD REPORT Project No: ,...._ Client 1-1) Kin1 61 I"? oil- ;1;14;44/A- ' Contractor: t?, dvi4 et( 444-a 44 (-60--1,:;- Project: ‘' Clirug-i_ IA-t- ..r.e. (...c.e,--L-_ Equipment: Time of Arrival: Time of Departure: Weather Conditions: REPORT: S -/---(f-ti:t E-6 4r I 0f— P/up-cej /To l a t...>_ , r.... 4,-,,, 4,,;-., ( /, g.) 1.A....6, ,....4t th.derj / IL e( -A....CY-4— e61-- „,-c, , fil di ,-_,( I A-) 0, ciit 6, r , ,L...- /„...r. 42,.(9 s-A.,..k., ,_.'I- 76 (frP, /.....e 42.4.--en „ 1 PO orix.1 Nrr",- (P4 44 /.),- A4.1-1* IO r 44- 66e4 .c 1-1 uleco A/o c- k_ 4-44,,i_ci V, i .1 " MA'S c7C- (A-4-e— ( trt;- tetJ it/1 (.4 t--, / 6 .1. , Special Conditions: LOR Representative: ,41/4..-----5—---------- Copy Received By: / ())1 GEOTECHNICAL GROUP, INC. Soil Engineering ♦ Geology ♦ Environmental COMPACTION TESTING REPORT SLOVER AVENUE SEWER FROM HEMLOCK TO POPLAR AVENUES CITY OF FONTANA, CALIFORNIA PROJECT NO. 61228.8 FEBRUARY 25, 2000 Prepared For: L.D. King, Inc. 2151 Convention Center Way, Suite 100B Ontario, California 91764 Attention: Mr. Michael P. Thorton 6121 Quail Valley Court ♦ Riverside, California 92507 ♦ (909) 653-1760 ♦ Fax (909) 653-1741 LO GEOTECHNICAL GROUP, INC. Soil Engineering ♦ Geology ♦ Environmental February 25, 2000 L.D. King, Inc. 2151 Convention Center Way, Suite 100B Ontario, California 91764 Attention: Mr. Michael P. Thorton Project No. 61228.8 Subject: Compaction Testing Report, Stover Avenue Sewer from Hemlock to Poplar Avenues, City of Fontana, California. INTRODUCTION This report presents the results of our compaction and quality compliance testing of the Stover Avenue Sewer from Hemlock to Poplar Avenues, City of Fontana, California. Used for reference during our backfill observation and compaction testing of the project were the Sewer Improvement Plans, prepared by L.D. King, Inc., dated August 1999 a Subsurface Soils Investigation for the project prepared by LOR Geotechnical Group, Inc., dated August 10, 1999, Project No. 61228.1, and the Project Specifications, prepared by L.D. King, Inc., dated August 1999. The approximate location of the site is presented on the attached Index Map, Enclosure A-1. PROJECT DATA A. B. C. D. E. F. Owner: Contractor: Backfill Period: Jurisdictional Agency: Sewer Plans: Project Description: City of Fontana Bonadiman McCain, Inc. November 18, 1999 to February 18, 2000 City of Fontana L.D. King, Inc. The construction of approximately 3,800 linear feet of sewer mainline, laterals, and manholes. 2 6121 Quail Valley Court ♦ Riverside, California 92507 ♦ (909) 653-1760 ♦ Fax (909) 653-1741 L.D. King, Inc. Project No. 61228.8 February 25, 2000 SCOPE OF SERVICES The scope of our services provided during this project included: 1. Review of relevant plans and specifications prior to the start of the backfilling operation. 2. Attendance of project meetings, as necessary, prior to and during the project length. 3. Periodic compaction testing of sewer line, manhole and sewer lateral backfill. 4. Preparation of daily reports outlining the backfill activities and testing taking place. 5. Laboratory testing in support of field operations including quality compliance,testing of gravel bedding and cover. 6. Preparation of this report. The scope of our services did not include surveying, design engineering, inspection, safety engineering or environmental studies. FIELD TESTING PROCEDURES Our compaction testing of the project commenced on September 27, 1999 for testing of the subgrade for the traffic control road widening. Backfill compaction was started on November 18, 1999 and was completed on January 29, 2000. Observations and random compaction testing were conducted at periodic intervals during the sewerline backfill operations. The compaction testing was conducted in conformance with ASTM D 1556-90, the Sand Cone Method and ASTM D 2922-91, the Nuclear Density Method. A summary of our compaction testing is presented on the attached Compaction Test Summary sheets, within Appendix A. The approximate location of our compaction tests are indicated by station numbers on the Compaction Test Summary sheets, according to the Sewer Plans and field survey by L.D. King, Inc. The maximum dry density for the soil type encountered and the aggregate base material utilized on the project were determined by ASTM D 1557-91. The results of the laboratory maximum dry density tests are presented on Table A-1, within Appendix A. During the length of the project check points were run on the soil types most frequently used to verify the maximum dry density used in the field. A total of 301 compaction tests were taken on the sewer mainline, laterals, and manhole backfill. Where compaction testing indicated less than the desired relative 3 LOR GEOTECHNICAL GROUP, INC. L.D. King, Inc. Project No. 61228.8 February 25, 2000 compaction existed in a specific area, the area was reworked until compaction testing indicated the desired relative compaction had been achieved. The results of our compaction tests for the project are presented on the attached Compaction Test Summary Sheets 1 through 16, within Appendix A. Quality Compliance Testing Gradation tests were conducted on the crushed gravel bedding/pipe cover. The test results indicate the crushed gravel was in general conformance with the project specifications except for Sample 13. Sample 13 was sampled after the stockpile was 50 percent depleted. The test results probably reflect sampling error based on the consistency of the first two samples tested. The results of the gradation supplied to the project are presented on Table A-2, within Appendix B. SUMMARY The observations and testing conducted by this firm for the project is not a guarantee that the contractor has performed his work without error. However, we feel we have taken sufficient backfill tests to provide the opinion that based on our observations and compaction test results the backfill is in general accordance with the project plans and specifications. CLOSURE In reviewing the data presented in this report, it should be recognized that our services do not constitute a guarantee that the contractors have performed their work in accordance with the project specifications. However, we believe that we have exercised a degree of care equal to that presently maintained by other professionals in the field of geotechnical engineering and have, to the best of our ability, performed sufficient observation and testing to provide a rational basis for our opinion that the grading and construction as well as the material supplied were in general conformance with the provisions of the project plans and specifications. Elevations and locations utilized during the grading operations were based on field surveys done by others. 4 ' LOR GEOTECHNICAL GROUP, INC. L.D. King, Inc. Project No. 61228.8 February 25, 2000 We appreciate the opportunity to be of service. If you have any questions concerning this report, please do not hesitate to contact this firm. Respectfully submitted, LOR Geotechnical Group, Inc. M. Kevin Osmun Vice President Leuer, GE 2030 ent Enclosures: iitfESS/OV A.���No. 2030 s) w_EXPIRATION DATE r; -30- 03 a+ * sr ECtiO' 4 OF CAN Appendix A - Table of Laboratory Compaction Tests - Table A-1 - Compaction Test Summary - Sheets 1 through 16 Appendix B - Crushed Gravel Gradation Tests - Table B-1 Distribution: Addressee (2) City of Fontana (3) ' LOR GEOTECHNICAL GROUP, INC. 1 APPENDIX A ' LOR GEOTECHNICAL GROUP, INC. 1 1 1 1 1 1 ENCLOSURE A-1 PROJECT NO. 61228.8 LABORATORY TEST RESULTS LABORATORY COMPACTION Laboratory Standard ASTM D 1557-91 Soil Type Description (USCS) Maximum Dry Density (PCF) Optimum Moisture (%) 1 (SM/SP) SILTY SAND/SAND, fine with medium, coarse, and gravel, Tight brown 130.5 8.5 2 (SP) SAND, fine to.medium with coarse and gravel, brown 131.0 6.5 3 (SM) SILTY SAND, fine to medium with coarse and gravel, dark gray brown 126.0 8.0 4 (SW) SAND, fine to coarse with gravel, gray brown 138.5 5.0 7 (SP) SAND, fine to medium with coarse and gravel, gray brown 136.0 7.5 10 (SM) SILTY SAND, fine to medium with coarse and gravel, gray brown 133.0 7.0 11 (SM) SILTY SAND, fine with medium, coarse and gravel, gray brown 129.0 9.5 14 (SM) SILTY SAND, fine with medium and coarse, gray brown 121.0 11.0 15 (SW) SAND, fine to coarse with gravel to 3/4", gray (aggregate base) 140.0 7.0 1 TABLE A-2 TABLE OF LABORATORY TESTS 3/4" CRUSHED ROCK PROJECT NO. 61203.8 ASTM C 136 SAMPLE NO.: 5 12 13 SPECIFICATION LIMITS Moving Average LOCATION: Stockpile Stockpile Stockpile DATE SAMPLED: 11/15/99 12/15/99 12/23/99 SIEVE SIZE PERCENT PASSING PERCENT PASSING PERCENT PASSING 1" 100 100 100 100 3/4" 90 91 87 90-100 ' " 28 28 18 30-60 3/8" 8 13 4 0-20 #4 3 10 2 0-5 APPENDIX B ' LOR GEOTECHNICAL GROUP, INC. PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Avenue, Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION: Stover Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) , F (ft) Dry Max. 10-27-99 FS-1 TEMPORARY ROAD, STATION 86+00 0.0-0.5 130.5 138.5 4.3 94 3 N FS-2 TEMPORARY ROAD, STATION 80+50 0.0-0.5 126.4 138.5 4.6 91 3 N 10.28.99 FS-3 TEMPORARY ROAD, STATION 77+00 0.0-0.5 119.2 130.5 11.5 91 1 N FS4 TEMPORARY ROAD, STATION 73+75 0.0-0.5 121.2 130.5 9.0 93 1 N 11.18.99 B-1 SLOVER AVENUE, STATION 62+90 1019.5 1024.0 1023.5 129.5 136.0 8.5 95 1 S RX-20% B-2 SLOVER AVENUE, STATION 63+00 1019.0 1027.0 1026.0 127.0 136.0 10.4 93 1 S RX-20% B-3 SLOVER AVENUE, STATION 62+90 1019.5 1030.0 1029.0 122.0 136.0 10.0 90 1 N RX-20% 11.19.99 B-4 SLOVER AVENUE, STATION 64+10 1021.0 1026.0 1025.0 119.4 138.5 6.5 86 4 S B-5 RX-10% B-5 RETEST OF B4 1021.0 1026.0 1025.0 129.5 138.5 8.5 94 4 S RX-10% B-6 SLOVER AVENUE, STATION 64+20 1021.0 1029.0 1027.0 116.9 130.5 5.5 90 1 S B-7 SLOVER AVENUE, STATION 64+30 1021.0 1030.0 1029.0 126.5 138.5 9.7 91 7 N RX-10% B-8 SLOVER AVENUE, STATION 64+30 1021.0 1033.0 1032.0 122.6 136.0 10.5 90 7 N B-9 SLOVER AVENUE, STATION 64+50 1021.0 1027.0 1025.5 119.9 133.0 8.5 90 1 S RX-10% B-10 SLOVER AVENUE, STATION 64+50 - 1021.0 1030.0 1028.0 125.5 138.5 8.7 91 4 N RX-10% 11.22.99 B-11 SLOVER AVENUE, STATION 64+90 1021.5 1025.0 1025.0 122.1 136.0 10.1 90 7 N B-12 SLOVER AVENUE, STATION 64+80 1021.5 1029.0 1028.0 123.9 136.0 96 91 7 N B-13 SLOVER AVENUE, STATION 64+90 1021.5 1031.0 1030.0 123.4 136.0 5.5 91 7 S 11.23.99 B-14 SLOVER AVENUE, STATION 64+80 1021.5 1034.0 1033.0 123.9 138.5 5.4 90 7 N RX-10% B-15 SLOVER AVENUE, STATION 65+30 1022.0 1029.0 1027.0 125.8 138.5 6.1 91 7 N RX-10% B-16 SLOVER AVENUE, STATION 65+75 1022.0 1028.0 1026.5 123.3 140.0 9.1 88 7 N B-17RX-20% LEGEND: C-Cut; Max.- Proctor Compaction; ST- Sol Type; Rel. Comp.- Relative Compaction; MC- Moisture Content RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 1 111111 11111 EN Ell Ell INN EN NE - 1111 EN 1 -11111 PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Avenue, Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION: Stover Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) Dry Max. 11-23-99 B-17 RETEST OF B-16 1022.0 1028.0 1026.5 122.6 - 136.0 8.4 90 7 N 8.18 SLOVER AVENUE, STATION 65+60 1022.0 1031.0 1029.0 124.9 136.0 7.8 92 7 N B-19 SLOVER AVENUE, STATION 66+10 1022.5 1031.5 1030.0 124.9 138.5 8.9 90 7 N RX-10% B-20 SLOVER AVENUE, STATION 66+00 1022.5 1034.0 1032.0 125.2 136.0 8.4 91 7 N 13-21 SLOVER AVENUE, STATION 65+40 1022.0 1034.0 1033.0 125.8 138.5 10.1 91 7 N RX-10% 11-24-99 B-22 SLOVER AVENUE, MANHOLE N4, STATION 66+50 1023.0 1032.0 1030.0 116.9 138.5 8.4 84 7 S B-279 RX-10% B-23 SLOVER AVENUE, STATION 67+30 1023.5 1028.5 1027.0 117.1 138.5 8.4 85 7 N B-24 RX-10% 8-24 RETEST OF B-23 1023.5 1029.0 1027.0 124.9 138.5 8.9 90 7 N RX-10% 11-29-99 B-25 SLOVER AVENUE, STATION 67+10 1023.5 1031.0 1029.0 125.0 138.5 10.6 90 7 N RX-10% B-26 SLOVER AVENUE, STATION 67+30 1023.5 1032.0 1032.0 125.4 138.5 9.7 91 7 N RX-10% B-27 SLOVER AVENUE, STATION 67+80 1023.5 1029.0 1028.0 124.8 138.5 8.9 90 7 N RX-10% B-28 SLOVER AVENUE, STATION 68+30 1024.0 1030.0 1028.0 126.0 138.5 8.4 91 7 N RX-10% B-29 SLOVER AVENUE, STATION 68+00 1024.0 1031.5 1030.0 125.1 138.5 9.9 90 7 N RX-10% B-30 SLOVER AVENUE, STATION 68+20 1024.0 1036.0 1034.0 124.9 138.5 8.0 90 7 N RX-10% 11-30-99 B-31 SLOVER AVENUE, STATION 68+70 1024.0 1032.0 1030.0 126.1 136.0 8.0 93 7 S B-32 SLOVER AVENUE, STATION 68+80 1024.0 1036.0 1033.0 126.7 138.5 7.4 92 7 N RX-10% B-33 SLOVER AVENUE, STATION 69+50 1024.0 1030.0 1028.0 123.1 136.0 7.1 91 7 N B-34 SLOVER AVENUE, STATION 69+40 1024.0 1033.0 1031.0 126.1 138.5 9.8 91 7 N RX-10% B-35 SLOVER AVENUE, STATION 69+80 1024.0 1032.0 1030.0 122.0 136.0 10.9 90 7 N 1136 SLOVER AVENUE, STATION 69+70 1024.0 1036.0 1034.0 122.E 136.0 8.9 90 7 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 2 PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION: Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) Dry r Max. 12.01-99 6-37 SLOVER AVENUE, STATION 69+30 1024.0 1037.0 1036.0 124.9 . 138.5 7.2 90 7 N RX-10% B-38 SLOVER AVENUE, STATION 70+60 1024.5 1033.0 1031.0 122.6 138.0 9.1 90 7 N B•39 SLOVER AVENUE, STATION 70+75 1024.5 1030.0 1028.5 123.2 136.0 8.0 91 7 N B40 SLOVER AVENUE, STATION 70+50 1024.5 1038.0 1037.0 124.3 136.0 9.5 91 7 N 6.41 SLOVER AVENUE, STATION 70+80 1025.0 1032.0 1030.0 122.7 136.0 7.8 90 7 N B42 SLOVER AVENUE, STATION 70+00 1025.0 1035.0 1033.0 122.0 136.0 10.3 90 7 N 843 SLOVER AVENUE, STATION 71 +50 1025.0 1033.0 1030.0 124.2 136.0 8.7 91 7 N 12-02-99 B-44 SLOVER AVENUE, STATION 71 +70 1025.0 1038.0 1035.0 122.5 136.0 9.3 90 7 N 845 SLOVER AVENUE, STATION 72+00 1025.0 1031.0 1029.0 123.0 136.0 9.2 90 7 N B46 SLOVER AVENUE, STATION 72+25 1025.0 1035.0 1033.0 117.6 128.5 9.9 92 6 N B-47 SLOVER AVENUE, STATION 72+60 1025.0 1037.5 1036.0 117.0 128.5 11.1 91 6 N B48 SLOVER AVENUE, STATION 72+00 1025.0 1038.5 1037.5 1293.0 138.5 7.5 93 7 N RX-10% 12.06.99 B49 SLOVER AVENUE, STATION 73+10 MANHOLE/6 1025.0 1033.0 1032.0 122.9 136.0 10.1 90 7 N B•50 SLOVER AVENUE, STATION 73+22 MANHOLE /6 1025.0 1037.0 1036.0 122.5 133.0 8.9 92 10 N B-51 SLOVER AVENUE, STATION 73+30 1025.5 1032.0 1030.0 123.8 136.0 5.9 91 7 N B-52 SLOVER AVENUE, STATION 73+50 1025.5 1037.0 1035.0 125.5 138.5 9.7 91 7 N RX-10% 12.07.99 B-53 SLOVER AVENUE, STATION 74+00 1025.5 1031.0 1030.0 120.5 133.0 7.1 91 10 N 13•54 SLOVER AVENUE, STATION 73+90 1025.5 1039.0 1037.5 127.4 138.5 8.2 92 7 N RX-10% B•55 SLOVER AVENUE, STATION 74+30 1025.0 1035.0 1033.0 120.0 133.0 7.8 90 10 S B-56 SLOVER AVENUE, STATION 74+70 1021.0 1038.0 1036.0 119.8 133.0 9.8 90 10 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 3 E 1- M I• N UN i NM 1- E UN E - PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION. Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) " Dry Max. 12.07.99 B-57 SLOVER AVENUE, STATION 75+00 1026.0 1032.0 1030.0 123.3 136.0 8.7 91 7 N B-58 SLOVER AVENUE, STATION 75+20 1026.0 1035.0 1033.0 122.7 136.0 7.0 90 7 N B-59 SLOVER AVENUE, STATION 75+00 1026.0 1039.0 1038.0 127.3 136.0 8.1 94 7 N 12.09.99 B-60 SLOVER AVENUE, STATION 76+10 1026.0 1033.0 1031.0 119.5 133.0 6.9 90 10 N B-61 SLOVER AVENUE, STATION 75+90 1026.0 1034.5 1033.0 119.4 133.0 9.5 90 10 N B•62 SLOVER AVENUE, STATION 76+20 1026.0 1038.0 1037.0 124.2 136.0 8.5 91 7 N 12.10.99 B-63 SLOVER AVENUE, STATION 77+80 1027.0 1032.0 1030.0 124.2 138.5 10.6 90 7 N RX-10% B-64 SLOVER AVENUE, STATION 77+60 1027.0 1038.0 1036.0 124.0 138.5 10.8 90 7 N RX-10% B-65 SLOVER AVENUE, STATION 78+10 1027.0 1035.5 1034.0 124.3 138.5 10.4 90 7 N RX-10% B-66 SLOVER AVENUE, STATION 77+70 1027.0 1034.0 1032.0 121.3 133.0 8.5 91 10 N B-67 SLOVER AVENUE, STATION 77+50 1027.0 1039.0 1036.0 120.0 133.0 9.1 90 10 N 12.13.99 B-68 SLOVER AVENUE, STATION 79+00 1027.0 1034.0 1033.0 121.9 133.0 8.6 92 10 N B-69 SLOVER AVENUE, STATION 79+25 1027.0 1036.0 1035.0 122.1 133.0 10.2 92 10 N B-70 SLOVER AVENUE, STATION 79+45 1027.0 1038.0 1037.0 117.6 129.0 11.6 91 11 N B-71 SLOVER AVENUE, STATION 79+60 1027.5 1034.0 1033.0 115.8 129.0 12.7 90 11 N B-72 SLOVER AVENUE, STATION 79+80 1027.5 1035.0 1034.0 115.7 129.0 12.4 90 11 N B-73 SLOVER AVENUE, STATION 80+10 1027.5 1036.0 1035.0 121.8 133.0 8.0 92 10 N B•74 SLOVER AVENUE, STATION 80+35 1027.5 1033.0 1032.0 122.7 133.0 8.1 93 10 N 12.13.99 B-75 SLOVER AVENUE, STATION 81+00 1028.5 1033.5 1032.0 121.8 136.0 11.0 90 7 N . B-76 SLOVER AVENUE, STATION 81 +30 1028.5 1038.0 1036.0 122.8 136.0 9.2 90 7 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; 0G- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 4 IIMM - 1E11 EMI r, MI IIIIIIIIt• BEI r NE MN 11111111 .1111 Ills Ell PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION: Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (f)) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) , F (ft) I Dry Max. 12.13.99 B-77 SLOVER AVENUE, STATION 81+60 1029.0 1035.0 1034.0 123.6 - 136.0 10.9 91 7 N B-78 SLOVER AVENUE, STATION 81 +80 1029.0 1039.0 1038.0 124.7 136.0 10.1 92 7 N 12-14-99 B-79 SLOVER AVENUE, STATION 82+20 1030.0 1036.0 1034.0 122.2 136.0 8.1 90 7 N B-80 SLOVER AVENUE, STATION 82+60 1030.0 1037.0 1036.0 122.6 136.0 10.0 91 7 N B-81 SLOVER AVENUE, STATION 83+00 1030.5 1036.0 1035.0 123.8 136.0 10.0 91 7 N B-82 SLOVER AVENUE, STATION 82+80 1030.5 1042.0 1040.0 123.7 136.0 11.1 91 7 N 12.21.99 B-83 SLOVER AVENUE, STATION 84+20 1032.0 1037.0 1036.0 123.6 136.0 8.0 90 7 N B-84 SLOVER AVENUE, STATION 84+50 1032.0 1041.0 1040.0 123.7 136.0 9.5 91 7 N B-85 SLOVER AVENUE, STATION 84+70 1032.0 1040.0 1038.0 124.2 136.0 10.1 91 7 N B-86 SLOVER AVENUE, STATION 84+60 1032.0 1044.0 1043.0 122.6 136.0 9.1 90 7 N 12-22-99 B-87 SLOVER AVENUE, STATION 85+10 1032.0 1038.0 1036.0 127.8 138.5 7.7 92 7 NRX-10% B-88 SLOVER AVENUE, STATION 85+25 1032.5 1042.0 1041.0 125.5 138.5 8.0 91 7 NRX-10% B-89 SLOVER AVENUE, STATION 85+50 1032.5 1041.0 1039.0 125.6 138.5 9.8 91 7 NRX-10% B-90 SLOVER AVENUE, STATION 85+70 1032.5 1038.0 1037.0 125.4 138.5 8.4 90 7 N RX-10% 12-27-99 B-91 SLOVER AVENUE, STATION 90+10 1034.0 1040.0 1038.0 115.5 129.0 12.6 90 11 N B-92 SLOVER AVENUE, STATION 90+20 1034.0 1043.0 1042.0 116.9 129.0 10.2 91 11 N B-93 SLOVER AVENUE, STATION 90+50 1034.5 1043.0 1040.0 112.5 126.0 11.4 87 11 N B-94 , 6-94 RETEST OF B-93 1034.5 1043.0 1040.0 114.3 126.0 10.1 91 11 N 12-28-99 B-95 SLOVER AVENUE, STATION 91+00 1034.5 1041.0 1039.0 108.9 121.0 12.9 90 14 N B-96 SLOVER AVENUE, STATION 90+80 1034.5 1045.0 1044.0 110.3 121.0 11.9 91 14 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 5 MIN In - MN Ma NM IIIIIIIII I IIIIIIIII N NM IIIIIII M - - - PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Avenue, Hemlock to Poplar, Fontana, CA Sewer Construction King, Inc. LOCATION: Stover Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. 1 C (ft) F (ft) Dry Max. 12.28.99 B-97 SLOVER AVENUE, STATION 91 +20 1034.5 1044.0 1042.0 109.2 - 121.0 14.1 90 14 N B-98 SLOVER AVENUE, STATION 91 +50 1034.5 1041.0 1039.0 112.7 121.0 12.4 93 14 N B•99 SLOVER AVENUE, STATION 91+75 1035.0. 1042.0 1041.0 108.5 121.0 11.9 90 14 N B-100 SLOVER AVENUE, STATION 92+30 1035.0 1042.0 1039.0 109.1 121.0 12.2 90 14 N B-101 SLOVER AVENUE, STATION 92+00 1035.0 1044.0 1043.0 110.4 121.0 10.8 91 14 N B-102 SLOVER AVENUE, STATION 92+50 1035.0 1047.0 1045.0 109.8 121.0 13.1 91 14 N 12-29-99 B-103 SLOVER AVENUE, STATION 86+20 1033.0 1038.0 1037.0 117.3 138.5 7.4 85 7 NB-104 RX-10% B•104 RETEST OF B-103 1033.0 1038.0 1037.0 125.0 138.5 7.8 90 7 N RX-10% B-105 SLOVER AVENUE, STATION 86+10 1033.0 1044.0 1042.0 125.8 138.5 8.1 91 7 N RX-10% B-106 SLOVER AVENUE, STATION 86+95 1033.0 1038.0 1037.0 127.0 138.5 8.0 92 7 N RX-10% B-107 SLOVER AVENUE, STATION 87+10 1033.0 1043.0 1041.0 125.8 138.5 10.0 90 7 N RX-10% 12.30.99 B-108 SLOVER AVENUE, STATION 87+35 1033.5 1040.0 1039.0 124.4 138.5 11.1 90 7 NRX-10% B-109 SLOVER AVENUE, STATION 87+50 1033.5 1039.0 1038.0 126.2 138.5 10.6 91 7 N RX-10% B-110 SLOVER AVENUE, STATION 87+80 1033.5 1044.0 1042.0 124.7 138.5 10.9 90 7 N RX-10% B-111 SLOVER AVENUE, STATION 87+90 1033.5 1046.0 1045.0 124.2 136.0 10.5 91 7 N B-112 SLOVER AVENUE, STATION 88+40 1033.5 1039.0 1038.0 124.9 136.0 10.9 92 7 N B-113 SLOVER AVENUE, STATION 88+30 1033.5 1044.0 1042.0 122.6 136.0 11.4 90 7 N B-114 SLOVER AVENUE, STATION 88+90 1034.0 1042.0 1040.0 120.7 133.0 12.3 91 10 N B-115 SLOVER AVENUE, STATION 88+70 1034.0 1045.0 1040.0 119.6 133.0 12.9 90 10 N 01.03.00 B-116 SLOVER AVENUE, STATION 89+40 1034.0 1039.0 1038.0 108.5 129.0 6.7 84 11 N B-117 LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 6 NM NMI MI - N = M MIN I MIN MI MINI Ell NM 1E11 M PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION: Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) Dry Max. 01.03.00 B•117 RETEST OF B•116 1034.0 1039.0 1038.0 115.9 - 129.0 10.7 90 11 N B•118 SLOVER AVENUE, STATION 89+50 1034.0 1042.0 1041.0 116.8 126.0 9.8 93 3 N • B-119 SLOVER AVENUE, STATION 89+60 1034.0 1044.0 1043.0 116.2 129.0 11.0 90 11 N B•120 SLOVER AVENUE, STATION 89+00 1034.0 1046.0 1045.0 116.8 129.0 9.0 91 11 S B-121 SLOVER AVENUE, STATION 92+80 1035.0 1043.0 1042.0 114.4 126.0 12.1 91 3 N B•122 SLOVER AVENUE, STATION 92+90 1035.0 1040.0 1039.0 109.1 121.0 9.7 90 14 N 01.04.00 B-123 SLOVER AVENUE, STATION 93+10 1035.0 1045.0 1044.0 112.6 121.0 11.2 93 14 N B-124 SLOVER AVENUE, STATION 92+90 1035.0 1047.0 1046.0 113.8 126.0 14.5 90 3 N B-125 SLOVER AVENUE, STATION 93+80 1039.0 1043.0 1042.0 112.5 121.0 14.9 93 14 N B•126 SLOVER AVENUE, STATION 94+00 1038.5 1046.5 1045.0 112.1 121.0 11.0 93 14 S B•127 SLOVER AVENUE, STATION 94+00 1041.0 1045.0 1044.0 111.4 121.0 10.2 92 14 N B•128 STOVER AVENUE, STATION 94+10 1043.5 1048.0 1047.0 110.5 121.0 12.6 91 14 N B•129 SLOVER AVENUE, STATION 94+70 1044.0 1048.0 1046.0 110.5 121.0 14.0 91 14 N B•130 SLOVER AVENUE, STATION 94+98 LATERAL 1045.0 1049.0 1047.0 109.7 121.0 13.1 91 14 N 01-05-00 B-131 SLOVER AVENUE, STATION 89+90, MANHOLE #11 1036.0 1041.0 1039.0 108.7 121.0 12.1 90 14 N B-132 SLOVER AVENUE, STATION 89+95, MANHOLE all 1036.0 1043.0 1042.0 108.8 121.0 11.4 90 14 N B•133 SLOVER AVENUE, STATION 89+85, MANHOLE #11 1036.0 1046.0 1045.0 109.7 121.0 10.7 91 14 N 01-0Z-00 B•134 SLOVER AVENUE, STATION 93+30, MANHOLE#12 1036.0 1042.0 1040.0 113.3 126.0 11.7 91 3 N B-135 STOVER AVENUE, STATION 93+35, LATERAL 1041.0 1044.0 1043.0 114.1 126.0 13.9 90 3 N B•136 SLOVER AVENUE, STATION 93+45, MANHOLE #12 1038.0 1047.0 1045.0 113.5 126.0 12.1 90 3 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; 0G- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backlit FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 7 1 = M - M I - II• 1 I r I M M M UM M MN N PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction King, Inc. LOCATION: Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. ' C (ft) F (ft) Dry Max. 01.10.00 B•137 SLOVER AVENUE, STATION 95+50 1044.5 1048.0 1047.0 108.8 . 121.0 12.9 90 14 N B•138 SLOVER AVENUE, STATION 97+10 1044.0 1048.5 1047.5 109.4 129.0 9.1 85 11 N B•141 B•139 SLOVER AVENUE, STATION 92+73, LATERAL 1036.0 1043.0 1041.0 116.4 129.0 13.1 90 11 N B•140 SLOVER AVENUE, STATION 92+73, LATERAL 1036.0 1046.0 1045.0 115.6 129.0 12.5 90 11 N 8•141 RETEST OF B•138 1044.0 1049.0 1047.5 115.6 129.0 9.9 90 11 N B•142 SLOVER AVENUE, STATION 97+15, LATERAL 1044.5 1045.5 1048.0 110.0 129.0 6.8 85 11 N B•143 SLOVER AVENUE, STATION 96+54, LATERAL 1044.0 1048.5 1048.0 115.9 129.0 12.9 90 11 N B•144 SLOVER AVENUE, STATION 88+77, LATERAL 1037.0 1041.0 1040.0 114.5 126.0 9.9 91 3 N B•145 SLOVER AVENUE, STATION 88+77, LATERAL 1037.0 1043.0 1043.0 1132 126.0 11.1 90 3 N 01.11.00 B•146 SLOVER AVENUE, STATION 90+70, LATERAL 1038.0 1043.0 1042.0 108.8 121.0 10.9 90 14 N B•147 SLOVER AVENUE, STATION 90+70, LATERAL 1038.0 1046.0 1045.0 108.3 121.0 12.9 90 14 N B•148 SLOVER AVENUE, STATION 88+26, LATERAL 1038.0 1041.0 1040.0 122.0 136.0 8.6 90 7 N B•149 SLOVER AVENUE, STATION 88+26, LATERAL 1038.0 1045.0 1044.0 123.7 136.0 11.6 91 7 N B•150 SLOVER AVENUE, STATION 86+03, LATERAL 1034.0 1040.0 1038.0 123.9 138.5 9.5 90 7 NRX-10% B•151 SLOVER AVENUE, STATION 86+03, LATERAL 1034.0 1042.0 1041.0 123.9 138.5 10.0 90 7 NRX-10% B-152 SLOVER AVENUE, STATION 86+03, LATERAL 1034.0 1045.0 1044.0 124.8 138.5 10.5 90 7 N RX-10% B-153 SLOVER AVENUE, STATION 83+45, LATERAL 1032.0 1039.0 1037.0 122.4 136.0 10.6 90 7 N B•154 SLOVER AVENUE, STATION 83+45, LATERAL 1032.0 1041.0 1040.0 122.5 136.0 10.0 90 7 N 01.12.00 B•155 SLOVER AVENUE, STATION 82+90, LATERAL 1032.0 1037.0 1036.0 123.7 136.0 9.0 91 7 N B•156 SLOVER AVENUE, STATION 82+90, LATERAL 1032.0 1039.0 1038.0 112.0 136.0 11.0 82 7 N B•157 LEGEND: C-Cut; Max.- Proctor Compaction; ST- Sol Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 8 PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer King, Inc. LOCATION. Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) Dry Max. 01.12.00 9•157 RETEST OF B-158 1032.0 1039.0 1038.0 122.8 . 136.0 11.3 90 7 N B-158 SLOVER AVENUE, STATION 82+90, LATERAL 1032.0 1042.0 1041.0 119.0 129.0 12.8 92 11 N B•159 SLOVER AVENUE, STATION 80+76, LATERAL 1030.0 1035.0 1034.0 123.4 136.0 11.7 91 7 N B-160 SLOVER AVENUE, STATION 80+76, LATERAL 1030.0 1037.0 1036.5 123.0 136.0 10.8 91 7 N B-161 SLOVER AVENUE, STATION 80+76, LATERAL 1030.0 1040.0 1039.0 119.7 133.0 10.8 90 10 N B•162 SLOVER AVENUE, STATION 79+90, LATERAL 1030.0 1034.0 1033.0 122.2 133.0 13.5 92 10 N B-163 SLOVER AVENUE, STATION 79+90, LATERAL 1030.0 1037.0 1036.0 119.9 133.0 10.1 90 10 N B-164 SLOVER AVENUE, STATION 79+90, LATERAL 1030.0 1039.0 1038.0 120.7 133.0 9.8 91 10 N B-165 SLOVER AVENUE, STATION 78+70, LATERAL 1028.0 1034.0 1033.0 125.9 138.5 10.2 91 7 N RX-10% B-166 SLOVER AVENUE, STATION 78+70, LATERAL 1028.0 1037.0 1036.0 122.2 136.0 12.6 90 7 N B-167 SLOVER AVENUE, STATION 77+24, LATERAL 1028.0 1033.0 1032.0 128.4 138.5 7.1 93 7 NRX-10% B-168 SLOVER AVENUE, STATION 77+24, LATERAL 1028.0 1036.0 1035.0 131.4 138.5 6.3 95 7 NRX-10% B-169 SLOVER AVENUE, STATION 77+24, LATERAL 1028.0 1039.0 1038.0 124.4 138.5 3.9 90 7 N RX-10% 01.13.00 B•170 SLOVER AVENUE, STATION 75+14, LATERAL 1027.0 1033.0 1032.0 125.0 138.5 9.4 90 7 N RX-10% 13•171 SLOVER AVENUE, STATION 75+14, LATERAL 1027.0 1036.0 1035.0 124.0 136.0 8.9 91 7 N B-172 SLOVER AVENUE, STATION 75+14, LATERAL 1027.0 1039.0 1038.0 122.3 136.0 9.1 90 7 N B-173 SLOVER AVENUE, STATION 73+60, LATERAL 1027.0 1032.0 1031.0 123.1 136.0 10.0 91 7 N B-174 SLOVER AVENUE, STATION 73+60, LATERAL 1027.0 1034.0 1033.0 125.5 138.5 8.8 91 7 NRX-10% B-175 SLOVER AVENUE, STATION 73+60, LATERAL 1027.0 1038.0 1036.0 124.0 138.5 10.5 90 7 NRX-10% B•176 SLOVER AVENUE, STATION 71+58, LATERAL 1026.0 1032.0 1030.0 120.3 133.0 11.2 91 10 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 9 INN NM MI 1 MN EN i all IN N- 1 - I• N- 1 I M PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction King, Inc. LOCATION: Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) Dry Max. 01.13.00 B-177 SLOVER AVENUE, STATION 71 +58, LATERAL 1026.0 1034.0 1033.0 119.9 • 133.0 11.7 90 10 N B-178 STOVER AVENUE, STATION 71 +58, LATERAL 1026.0 1037.0 1036.0 119.1 133.0 12.1 90 10 N B-179 SLOVER AVENUE, STATION 70+24, LATERAL 1026.0 1030.0 1029.0 128.5 138.5 9.1 93 7 N RX-10% B-180 SLOVER AVENUE, STATION 70+24, LATERAL 1026.0 1033.0 1032.0 122.6 136.0 11.1 90 7 N B-181 SLOVER AVENUE, STATION 70+24, LATERAL 1026.0 1038.0 1035.0 123.4 136.0 10.7 91 7 N 01.14.00 8-182 SLOVER AVENUE, STATION 68+86, LATERAL 1026.0 1032.0 1030.0 122.1 136.0 11.5 90 7 N B-183 SLOVER AVENUE, STATION 68+86, LATERAL 1026.0 1034.0 1032.0 123.8 136.0 10.4 91 7 N B-184 SLOVER AVENUE, STATION 68+86, LATERAL 1026.0 1036.0 1035.0 123.4 136.0 10.0 91 7 N B-185 SLOVER AVENUE, STATION 67+48, LATERAL 1025.5 1030.0 1029.0 126.8 138.5 8.2 92 7 NRX-10% B-186 SLOVER AVENUE, STATION 67+48, LATERAL 1025.5 1033.0 1032.0 125.1 138.5 8.1 90 7 N RX-10% B-187 SLOVER AVENUE, STATION 67+48, LATERAL 1025.5 1035.0 1034.0 124.5 136.0 9.2 92 7 N B-188 SLOVER AVENUE, STATION 68+11, LATERAL 1026.0 1031.0 1030.0 123.3 136.0 11.1 91 7 N B-189 SLOVER AVENUE, STATION 68+11, LATERAL 1026.0 1033.0 1032.0 124.0 136.0 10.9 91 7 N B-190 SLOVER AVENUE, STATION 68+11, LATERAL 1026.0 1036.0 1035.0 122.2 136.0 12.1 90 7 N B-191 SLOVER AVENUE, STATION 66+81, LATERAL 1025.5 1030.0 1029.0 123.2 138.0 8.4 91 7 N B-192 SLOVER AVENUE, STATION 66+81, LATERAL 1025.5 1033.0 1032.0 123.0 136.0 10.4 91 7 N B-193 SLOVER AVENUE, STATION 66+81, LATERAL 1025.5 1035.0 1034.0 122.4 136.0 10.9 90 7 N B-194 SLOVER AVENUE, STATION 65+99, LATERAL 1024.5 1029.0 1028.0 122.6 136.0 10.1 90 7 N B-195 SLOVER AVENUE, STATION 65+99, LATERAL 1024.5 1031.0 1030.0 125.2 138.5 9.9 90 7 NRX-10% B-196 SLOVER AVENUE, STATION 65+99, LATERAL 1024.5 1034.0 1032.0 125.0 136.0 10.3 92 7 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 10 M 1 E N I - - - M M INN I M IIIIII PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction King, Inc. LOCATION: Stover Avenue, Date Test No. Test Location - Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) , F (ft) Dry Max. 01.14.00 13-197 SLOVER AVENUE, STATION 65+41, LATERAL 1024.0 1027.0 1026.5 125.7 . 136.0 10.0 91 7 N 13-198 SLOVER AVENUE, STATION 65+41, LATERAL •• • 1024.0 1030.0 1029.0 122.1 136.0 11.4 90 7 N B-199 SLOVER AVENUE, STATION 65+41, LATERAL 1024.0 1033.0 1032.0 122.E 136.0 10.7 90 7 N 01-17-00 B-200 SLOVER AVENUE, STATION 64+60, LATERAL 1023.0 1027.0 1026.0 125.1 138.5 10.3 90 7 N RX-10% 13-202 SLOVER AVENUE, STATION 64+60, LATERAL 1023.0 1030.0 1029.0 122.3 136.0 11.5 90 7 N B-203 SLOVER AVENUE, STATION 64+60, LATERAL 1023.0 1032.0 1031.0 123.5 136.0 10.8 91 7 N B-204 SLOVER AVENUE, STATION 63+97, LATERAL 1023.0 1027.0 1026.0 124.8 138.5 10.3 90 7 N RX-10% B-205 SLOVER AVENUE, STATION 63+97, LATERAL 1023.0 1029.0 1028.0 125.8 138.5 11.9 91 7 N RX-10% B-206 SLOVER AVENUE, STATION 63+97, LATERAL 1023.0 1032.0 1031.0 122.5 136.0 10.1 90 7 N B-207 SLOVER AVENUE, STATION 63+25, LATERAL 1022.0 1026.0 1025.0 124.7 136.0 8.7 92 7 N B-208 SLOVER AVENUE, STATION 63+25, LATERAL 1022.0 1029.0 1028.0 124.8 138.5 8.9 90 7 N RX-10% B-209 SLOVER AVENUE, STATION 63+25, LATERAL 1022.0 1031.0 1030.0 130.4 138.5 9.5 93 7 N RX-20% B-210 SLOVER AVENUE, STATION 62+57, LATERAL 1021.0 1025.0 1024.0 122.4 136.0 8.8 90 7 N B-211 SLOVER AVENUE, STATION 62+57, LATERAL 1021.0 1028.0 1027.0 128.0 136.0 7.1 94 7 N 0-212 SLOVER AVENUE, STATION 62+57, LATERAL 1021.0 1031.0 1030.0 123.7 136.0 9.2 91 7 N B-213 SLOVER AVENUE, STATION 61 +83, LATERAL 1021.0 1024.0 1023.0 122.7 136.0 10.7 90 7 N B-214 SLOVER AVENUE, STATION 61 +83, LATERAL 1021.0 1027.0 1026.0 123.5 136.0 11.4 92 7 N B-215 SLOVER AVENUE, STATION 61 +83, LATERAL 1021.0 1030.0 1029.0 118.2 128.5 10.3 92 7 N B-216 SLOVER AVENUE, STATION 61 +08, LATERAL 1019.0 1024.0 1023.0 115.0 128.5 12.5 90 4 N B-217 SLOVER AVENUE, STATION 61+08, LATERAL 1019.0 1027.0 1026.0 122.4 136.0 9.2 . 90 7 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content RT- Retest PS- Test in Processed Surface; 06- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 11 MIN 1 11111 IMO III - 1111111 NMI NS - 111111 EN 1♦ 11111 PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction King, Inc. LOCATION: Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) Dry Max. 01-17.00 B-218 SLOVER AVENUE, STATION 60+45, LATERAL 1019.5 1024.0 1023.0 117.5 ,. 128.5 10.4 91 4 N B-219 SLOVER AVENUE, STATION 60+45, LATERAL 1019.5 1026.0 1025.0 117.1 128.5 9.8 91 4 N 01-18-00 B-220 SLOVER AVENUE, STATION 60+45, LATERAL 1019.5 1029.0 1028.0 119.9 133.0 10.1 90 10 N B-221 SLOVER AVENUE, STATION 60+40 1017.5 1023.0 1022.0 115.3 128.5 7.4 90 4 N B-222 SLOVER AVENUE, STATION 60+40 1017.5 1026.0 1025.0 115.3 128.5 10.4 90 4 N B-223 SLOVER AVENUE, STATION 60+55 1017.5 1024.0 1023.0 119.1 133.0 11.2 90 10 N B-224 SLOVER AVENUE, STATION 60+70 1017.5 1027.0 1026.0 120.0 133.0 12.1 90 10 N B-225 SLOVER AVENUE, STATION 60+85 1017.5 1025.0 1024.0 120.9 133.0 12.4 91 10 N B-226 SLOVER AVENUE, STATION 60+90 1018.0 1023.0 1022.0 117.2 133.0 13.4 88 10 N B-227 B-227 RETEST OF B-226 1018.0 1023.0 1022.0 119.6 133.0 13.6 90 10 N B-228 SLOVER AVENUE, STATION 60+95 1018.0 1028.0 1027.0 119.4 133.0 12.1 90 10 N B-229 SLOVER AVENUE, STATION 61 +20 1018.0 1023.0 1022.0 116.5 128.5 13.2 91 4 N B-230 SLOVER AVENUE, STATION 61+30 1018.0 1027.0 1026.0 116.4 128.5 13.3 91 4 N B-231 SLOVER AVENUE, STATION 61+50 1018.0 1030.0 1029.0 119.7 133.0 12.4 90 10 N B-232 SLOVER AVENUE, STATION 61 +50 1018.0 1026.0 1025.0 122.0 136.0 10.8 90 7 N 01.19.00 B-233 SLOVER AVENUE, STATION 60+00, MANHOLE #21 & NORTH LATERAL 1019.0 1023.0 1022.0 125.5 138.5 8.9 91 7 N RX-10% B-234 SLOVER AVENUE, STATION 60+00, MANHOLE #21 & NORTH LATERAL 1017.0 1021.0 1020.0 127.6 138.5 9.4 92 7 N RX-10% , B-235 SLOVER AVENUE, STATION 60+00, MANHOLE #21 & NORTH LATERAL 1019.0 1025.0 1024.0 123.7 136.0 9.0 91 7 N B-236 SLOVER AVENUE, STATION 60+00, MANHOLE #21 & NORTH LATERAL 1017.0 1027.0 1026.0 125.4 138.5 11.9 91 7 N RX-10% B-237 SLDVER AVENUE, STATION 60+00, MANHOLE #21 & NORTH LATERAL 1019.0 1029.0 1028.0 124.5 138.5 9.8 90 7 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 12 INN MN - 111111 PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION: Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F,ft) Dry Max. 01-20-00 B-238 SLOVER AVENUE, STATION 61+55 1018.5 1024.0 1023.0 122.7 • 136.0 11.2 90 7 N B-239 SLOVER AVENUE, STATION 61 +70 1018.5 1027.0 1026.0 123.6 136.0 10.7 91 7 N B-240 SLOVER AVENUE, STATION 61+60 1018.5 1030.0 1029.0 122.8 136.0 12.0 90 7 N B-241 SLOVER AVENUE, STATION 61 +90 1018.5 1029.0 1028.0 121.2 133.0 10.4 91 10 N B-242 SLOVER AVENUE, STATION 73+18, MANHOLE a6, & NORTH LATERAL 1025.5 1032.0 1031.0 124.6 138.5 10.4 90 7 N RX-10% B-243 SLOVER AVENUE, STATION 73+18, MANHOLE #6, & NORTH LATERAL 1025.5 1034.0 1033.0 124.3 138.5 11.2 90 7 N RX-10% B-244 SLOVER AVENUE, STATION 73+18, MANHOLE #5, & NORTH LATERAL 1025.5 1037.0 1036.0 126.0 138.5 9.2 91 7 N RX-10% 01.21.00 B-245 SLOVER AVENUE, STATION 62+00 1019.0 1024.0 1023.0 115.4 128.5 13.0 90 4 N B-246 SLOVER AVENUE, STATION 62+00 1019.0 1027.0 1026.0 119.3 133.0 12.3 90 10 N B-247 SLOVER AVENUE, STATION 62+20 1019.0 1024.0 1023.0 115.E 128.5 12.6 90 4 N B-248 SLOVER AVENUE, STATION 62+20 1019.0 1028.0 1027.0 113.4 133.0 11.0 85 10 S B-249 B-249 RETEST OF B-248 1019.0 1028.0 1027.0 119.8 133.0 11.8 90 10 N B-250 SLOVER AVENUE, STATION 62+25 1019.0 1030.0 1029.0 120.8 133.0 12.1 91 10 N B-251 SLOVER AVENUE, STATION 76+88, MANHOLE N7, & NORTH LATERAL 1027.5 1031.0 1030.0 124.3 138.5 10.0 90 7 N RX-10% B-252 SLOVER AVENUE, STATION 76+88, MANHOLE 97, & NORTH LATERAL 1027.5 1034.0 1033.0 128.9 138.5 10.0 93 7 N RX-10% B-253 SLOVER AVENUE, STATION 76+84, MANHOLE #7, & NORTH LATERAL 1027.5 4033.0 1032.0 124.3 138.5 7.7 90 7 N RX-10% B-254 SLOVER AVENUE, STATION 76+88, MANHOLE#7, & NORTH LATERAL 1027.5 1038.0 1037.0 126.4 138.5 13.4 91 7 N RX-10% - B-255 SLOVER AVENUE, STATION 76+85, MANHOLE #7, & NORTH LATERAL 1027.5 1038.5 1037.5 125.8 138.5 10.2 91 7 N RX-10% 01-24-00 B-256 SLOVER AVENUE, STATION 80+44, MANHOLE 118, & NORTH LATERAL 1028.5 1031.0 1030.0 123.5 138.0 11.8 91 7 N B-257 SLOVER AVENUE, STATION 80+44, MANHOLE 08, & NORTH LATERAL 1028.5 1037.0 1035.0 127.2 138.5 11.0 92 7 N RX-10% LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 13 11111 ION PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION. Stover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pef) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) Dry Max. 01.24.00 B-258 SLOVER AVENUE, STATION 80+44, MANHOLE #8, & NORTH LATERAL 1028.5 1039.0 1038.0 125.1 138.5 10.1 90 7 N RX- 10% • B-259 SLOVER AVENUE, STATION 80+44, MANHOLE #8, & NORTH LATERAL 1028.5 1033.0 1032.0 124.9 138.5 13.0 90 7 N RX-10% B-260 SLOVER AVENUE, STATION 62+50 1019.5 1024.0 • 1023.0 119.2 133.0 12.7 90 10 N B-261 SLOVER AVENUE, STATION 62+60 1019.5 1027.0 1026.0 123.4 136.0 12.1 91 7 N B-262 SLOVER AVENUE, STATION 62+50 1019.5 1030.0 1029.0 121.9 136.0 10.5 90 7 N 01.28.00 B-263 SLOVER AVENUE, STATION 88+50, MANHOLE #10, & NORTH LATERAL 1033.5 1038.0 1037.0 126.2 138.5 10.0 91 7 N RX-10% B-264 SLOVER AVENUE, STATION 88+50, MANHOLE #10, & NORTH LATERAL 1033.5 1041.0 1040.0 124.7 138.5 8.7 90 7 N RX-10% B-265 SLOVER AVENUE, STATION 88+50, MANHOLE #10, & NORTH LATERAL 1033.5 1044.0 1043.0 125.4 138.5 9.8 91 7 N RX-10% B-266 SLOVER AVENUE, STATION 88+50, MANHOLE #10, & NORTH LATERAL 1033.5 1045.5 1045.0 131.1 138.5 10.1 95 7 N RX-10% B-267 SLOVER AVENUE, STATION 62+75 1019.5 1024.0 1023.0 120.2 133.0 12.8 90 10 N B-268 SLOVER AVENUE, STATION 62+70 1019.5 1027.0 1026.0 123.0 136.0 12.6 90 7 N B-269 SLOVER AVENUE, STATION 62+80 1019.5 1030.0 1029.0 123.32 136.0 10.6 91 7 N 01.27.00 B-270 SLOVER AVENUE, STATION 62+80 1026.0 1026.0 1026.0 125.4 138.5 9.3 91 7 NRX-10% B-271 SLOVER AVENUE, STATION 63+50 1026.0 1030.0 1029.0 119.6 133.0 12.2 90 10 N B-272 SLOVER AVENUE, STATION 63+40, MANHOLE #3 1020.5 1026.0 1025.0 125.0 138.5 8.4 90 7 N RX-10% B-273 SLOVER AVENUE, STATION 63+90, MANHOLE #3 1020.5 1029.0 1028.0 125.3 138.5 9.4 91 7 N RX-10% B-274 SLOVER AVENUE, STATION 63+80 1020.5 1025.0 1024.5 127.1 138.5 7.4 92 7 N RX-10% B-275 SLOVER AVENUE, STATION 63+50 1020.5 1028.0 1027.0 124.1 138.5 8.4 92 7 N RX-10% B-276 SLOVER AVENUE, STATION 63+60 1020.0 1031.0 1030.0 125.5 138.5 11.0 91 7 N RX-10% 01-28-00 B-277 SLOVER AVENUE, STATION 68+60, MANHOLE #4 1023.0 1029.0 1028.0 122.3 136.0 9.5 90 7 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 14 I♦ i♦ MN INS i♦ PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. COMPACTION TEST SUMMARY SHEET CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction King, Inc. LOCATION. Slover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) F (ft) Dry Max. 01.28.00 B-278 SLOVER AVENUE, STATION 68+60, MANHOLE #4 1023.0 1029.0 1028.0 122.3 136.0 9.5 90 7 N B-279 SLOVER AVENUE, STATION 68+60, MANHOLE #4 1023.0 1031.0 1030.0 122.4 136.0 8.8 91 7 N B-280 SLOVER AVENUE, STATION 68+60, MANHOLE #4 1023.0 1034.0 1033.0 123.4 136.0 9.1 91 7 N O1.31.00 B-281 SLOVER AVENUE, STATION 69+89, MANHOLE #5 1024.0 1030.0 1029.0 117.0 128.5 12.3 91 4 N B-282 SLOVER AVENUE, STATION 69+89, MANHOLE #5 1024.0 1033.0 1032.0 124.5 138.5 10.9 90 7 N RX-10% B-283 SLOVER AVENUE, STATION 69+89, MANHOLE #5 1024.0 1035.0 1034.0 127.3 138.5 9.5 92 7 N RX-10% 02-01-00 B-284 SLOVER AVENUE, STATION 76+88, MANHOLE #7 1027.0 1032.0 1031.0 125.8 138.5 7.6 91 7 N RX-10% B-285 SLOVER AVENUE, STATION 76+88, MANHOLE #7 1027.0 1034.0 1033.0 124.8 138.5 10.9 90 7 N RX-10% B-286 SLOVER AVENUE, STATION 76+88, MANHOLE #7 1027.0 1037.0 1036.0 124.1 138.5 12.7 90 7 N RX-10% B-287 SLOVER AVENUE, STATION 76+88, MANHOLE #7 1027.0 1039.0 1038.0 125.1 138.5 11.4 90 7 N RX-10% 02.02.00 B-288 SLOVER AVENUE, STATION 83+50, MANHOLE #9 1031.5 1036.0 1035.0 121.9 136.0 8.8 91 7 N B-289 SLOVER AVENUE, STATION 83+50, MANHOLE #9 1031.5 1039.0 1038.0 125.8 138.5 9.5 91 7 NRX-10% B-290 SLOVER AVENUE, STATION 83+50, MANHOLE #9 1031.5 1042.0 1041.0 122.7 136.0 11.5 90 7 N 02-10-00 B-291 SLOVER AVENUE, STATION 80+60, AREA OF MANHOLE #8 1028.0 1033.0 1032.0 122.0 136.0 12.7 90 7 N B-292 SLOVER AVENUE, STATION 80+70, AREA OF MANHOLE #8 1028.0 1036.0 1035.0 124.1 136.0 12.1 91 7 N B-293 SLOVER AVENUE, STATION 80+60, AREA OF MANHOLE #8 1028.0 1038.0 1037.0 124.5 136.0 9.1 92 7 ' N B-294 SLOVER AVENUE, STATION 80+70, AREA OF MANHOLE #8 1028.0 1040.0 1039.0 122.6 136.0 9.4 90 7 N B-295 RETEST OF B-142 1044.5 1048.5 1048.0 116.9 129.0 7.4 91 11 N B-296 SLOVER AVENUE, STATION 94+90, MANHOLE #14 1044.0 1048.0 1047.0 111.8 121.0 14.2 92 14 N 02-11-00 B-297 SLOVER AVENUE, STATION 86+50, MANHOLE #10 1033.0 1038.8 1037.0 122.5 136.0 10.2 90 7 N LEGEND: C- Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; OG- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 15 NEI NE 111 NIB PROJECT: 61228.8 TYPE OF PROJECT: CLIENT: L.D. King, COMPACTION TEST SUMMARY SHEET , CONTRACTOR: Bonadiman McCain Hemlock to Poplar, Fontana, CA Sewer Construction Inc. LOCATION. Slover Avenue, Date Test No. Test Location Elevation or Depth of Depth of Test (ft) Density (pcf) MC % Rel. Comp. ST Remarks or Retest No. C (ft) , F (ft) Dry Max. 02.11.00 B•298 SLOVER AVENUE, STATION 81 +50, MANHOLE #10 1033.0 1042.0 1041.0 124.8 136.0 9.3 92 7 N B-299 SLOVER AVENUE, STATION 86+50, MANHOLE N10 1033.0 1045.0 1044.0 123.6 136.0 9.1 91 7 N B-300 SLOVER AVENUE, STATION 86+50, MANHOLE 1E10 1033.0 1040.0 1039.0 122.7 136.0 9.9 90 7 N B•301 SLOVER AVENUE, STATION 86+50, MANHOLE #10 1033.0 1043.0 1042.0 123.9 136.0 9.6 91 7 N 02-18-00 B-302 SLOVER AVENUE, STATION 60+00, MANHOLE #1 AND #2 1020.0 1024.0 1023.0 122.0 136.0 8.6 90 7 N B•303 SLOVER AVENUE, STATION 60+00, MANHOLE R1 AND N2 1020.0 1026.0 1025.0 126.0 136.0 8.9 90 15 N B-304 SLOVER AVENUE, STATION 60+00, MANHOLE N1 AND N2 1020.0 1028.5 1027.5 122.6 136.0 9.7 90 7 N B-305 SLOVER AVENUE, STATION 60+00, MANHOLE N1 AND #2 1020.0 1025.0 1024.0 126.2 136.0 9.0 90 15 N LEGEND: C-Cut; Max.- Proctor Compaction; ST- Soil Type; Rel. Comp.- Relative Compaction; MC- Moisture Content; RT- Retest PS- Test in Processed Surface; 00- Test in Original Ground; CF- Test in Compacted Fill; B- Test in Backfill; FS- Test on Finish Surface Sand Cone Test; N- Nuclear Gauge Test; RX- Rock Correction Percentage KEY TO TEST: REMARKS: S- LOR Geotechnical Group, Inc. Sheet 16