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Smart Start-LR 990710MA)CkM TECHNOLOGIES INC CLIENT: WEBB CONSTRUCTION 5952 ROYAL LANE #110 ATTN: GARY WEBB DALLAS, TX 75230 REPORT OF IN -PLACE DENSITY PROJECT: SMART START SCHOOL NATCHES TRACE & DENTON TAP RD. COPPELL PAGE 1 OF 1 Maxim Technologies Inc. 2575 Lone Star Drive Dallas, Texas 75212 Telephone: (214) 631 -2700 FAX: (214) 920 -1891 PROJECT NO.: 9908651 REPORT NO.: 149034 DATE OF SERVICE: 7/02/99 AUTHORIZATION: Mike REPORT DATE: 7/10/99 SERVICES: Perform in -place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: WEBB CONSTRUCTION METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION: DENSITY: 95 +% MOISTURE: NA PROJECT DATA GAUGE: 3411B GAUGE SERIAL NO.: 8927 STANDARD COUNTS MOISTURE - CURRENT: 0560 PREVIOUS: 0564 DENSITY - CURRENT: 2240 PREVIOUS: 2242 TEST MODE: Direct Transmission PROBE DEPTH (in.): 6 MOI TUREIDENSITY RELATIONS ur MAXIMUM REFERENCE TEST OF MATERIALS MOISTURE % DENSITY pc f REPORT NO UTILITY FILL ERN &LIGHT BRN CLAY 18.5 106.5 148520 Dark Brown Clay 24.5 94.0 148251 TEST NO LOCATION 1. WATERLINE 6" STATION 1 +20 6" BELOW SURFACE 2. WATERLINE 4 SIAMESE CORRECTION SURFACE 3. WATERLINE AT HYDRANT 1' BELOW SURFACE REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM MOISTURE MOISTURE (Pef) DENSITY DENSITY ( %) (%) WET DRY (Pef) % max 19.0 16.8 18.1 18.5 124.4 105.3 106.5 41 Test results on this report meet project specifications as noted above. Technician: Burl Thomas Started: 01:OOPM Stopped: 02:30PM ID 95 WI Report Distribution: 1 Wry W ity W C ONS MAXI EBB CONSTRUCTION T HNOLOGIES INC. �1 C 1 Ci Coppell �5� CME Divftion Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the approval of the testin laboatory. The use of our name must receive our written appreval. Our letters and tts 1007 R, apply only to the sample tested and or manacled, antl are not indicative of the quantities of apparently identical or similar probum. 18.5 121.3 101.9 106.5 18.5 118.6 101.5 106.5 MA)aM TECHNOLOGIES INC CLIENT: WEBB CONSTRUCTION 5952 ROYAL LANE #110 ATTN: GARY WEBB DALLAS, TX 75230 REPORT OF IN -PLACE DENSITY PROJECT: SMART START SCHOOL NATCHES TRACE & DENTON TAP RD. COPPELL PAGE 1 OF 1 Maxim Technologies Inc. 2575 Lone Star Drive Dallas, Texas 75212 Telephone: (214) 631 -2700 FAX: (214) 920 -1891 PROJECT NO.: 9902651 REPORT NO.: 14904 DATE OF SERVICE: 7/02/99 AUTHORIZATION: Mike REPORT DATE: 7/:0/99 SERVICES: Perform in -place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: WEBB CONSTRUCTION METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION: DENSITY: 95 +% MOISTURE: NA PROJECT DATA GAUGE: 3411E GAUGE SERIAL NO.: 8927 STANDARD COUNTS MOISTURE - CURRENT: 0560 PREVIOUS: 0564 DENSITY - CURRENT: 2240 PREVIOUS: 2242 TEST MODE: Direct Transmission PROBE DEPTH (fn.): 6 M I URE/DENSTTY RELATIONS REFERENCE TEST OF MATERIALS MOISTURE % DENSITY pc f REPORT NO UTILITY FILL BRN &LIGHT BRN CLAY 18.5 106.5 148520 Dark Brown Clay 24.5 94.0 148251 TEST NO LOCATION 1. WATERLINE 6" STATION 1 +20 6" BELOW SURFACE 2. WATERLINE 4" SIAMESE CORRECTION SURFACE REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM MOISTURE MOISTURE (pcf) DENSITY DENSITY ( %) % WET DRY Pc % max 19.0 18.5 121.3 101.9 106.5 96 16.8 18.5 118.6 101.5 106.5 95 3. WATERLINE AT HYDRANT 1' BELOW SURFACE 18.1 18.5 124.4 105.3 106.5 Test results on this report meet project specifications as noted above. Technician: Burl Thomas Started: 01:OOPM Stopped: 02:30PM M Report Distribution: � , ) WEBB C MAXIM TECHNOLOGIES INC. 1 city of coppau , Ciy of Coppell CME Division Our afters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the approval of the testin laboratory The use of our name must receive our written approyal. Our letters and repoM1s 1007 R. apply only to the sample tested and or inspected, and am not indicative of the quantities of apparentlyIdentical or similar products. MAX&M TECHNOLOGIES INC CLIENT: WEBB CONSTRUCTION 5952 ROYAL LANE #110 ATTN: GARY WEBB DALLAS, TX 75230 REPORT OF IN -PLACE DENSITY PROJECT: SMART START SCHOOL NATCHES TRACE & DENTON TAP RD. COPPELL PAGE 1 OF 1 Maxim Technologies Inc. 2575 Lone Star Drive Dallas, Texas 75212 Telephone: (214) 631 -2700 FAX: (214) 920 -1891 PROJECT NO.: 9908651 REPORT NO.: 149127 DATE OF SERVICE: 7/07/99 AUTHORIZATION: REPORT DATE: 7/10/99 SERVICES: Perform in -place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: WEBB CONSTRUCTION METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION: DENSITY: 95% MOISTURE: NA PROJECT DATA GAUGE:TROXLER 3430 GAUGE SERIAL NO.: 27660 STANDARD COUNTS MOISTURE - CURRENT: 642 PREVIOUS: 639 DENSITY - CURRENT: 2860 PREVIOUS: 2869 TEST MODE: Direct Transmission PROBE DEPTH (In.l: 8 M I TURE/DENSnY RELATONS REFERENCE TEST OF MATERIALS MOISTURE % DENSnY oaf REPORT NO PAVING SUBGRADE BRN &LIGHT BRN CLAY 18.5 106.5 148520 REPORT OF TESTS 2. EAST FIRELANE CENTER,60' NORTH OF SOUTH END 16.1 18.5 119.1 102.6 106.5 96 3. EAST FIRELANE CENTER,25' NORTH OF SOUTH END 16.9 18.5 118.4 101.3 106.5 95 Test results on this report meet project specifications as noted above. Technician: Jay Canafax, CET Started: 02:30PM Stopped: 05:00PM Report Distribution: (1 City of CONS RUCTION I 11 MAXIM XECHNOLOGIES INC. city of Cop 1 pal CME Di ision Our letters and reports are for the exclusive use of the client to wTom they are addressed and shall not Ee reproduced except in lull without the approval of the testipi laboratory , The use of our name must receive our written approval. Our letters and reports 1007 R. apply only to the sample tested an d�or inspected, and are not indicative of the quantities of apparently Identical or similar products. FIELD OPTIMUM FIELD DENSITY MAXIMUM TEST MOISTURE MOISTURE (Pcf) DENSITY DENSITY NO LOCATION I %) ( %) WET DRY (Pcf) % max 1. EAST FIRELANE CENTER, 100' NORTH OF SOUTH END 16.4 18.5 121.5 104.4 106.5 98 2. EAST FIRELANE CENTER,60' NORTH OF SOUTH END 16.1 18.5 119.1 102.6 106.5 96 3. EAST FIRELANE CENTER,25' NORTH OF SOUTH END 16.9 18.5 118.4 101.3 106.5 95 Test results on this report meet project specifications as noted above. Technician: Jay Canafax, CET Started: 02:30PM Stopped: 05:00PM Report Distribution: (1 City of CONS RUCTION I 11 MAXIM XECHNOLOGIES INC. city of Cop 1 pal CME Di ision Our letters and reports are for the exclusive use of the client to wTom they are addressed and shall not Ee reproduced except in lull without the approval of the testipi laboratory , The use of our name must receive our written approval. Our letters and reports 1007 R. apply only to the sample tested an d�or inspected, and are not indicative of the quantities of apparently Identical or similar products. MA)CkM TECHNOLOGIES INC CLIENT: WEBB CONSTRUCTION 5952 ROYAL LANE #110 ATTN: GARY WEBB DALLAS, TX 75230 PROJECT: SMART START SCHOOL NATCHES TRACE & DENTON TAP RD. COPPELL REPORT OF IN -PLACE DENSITY 23.5 SERVICES: Perform in -place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: METHOD OF TE DENSITY: MOISTURE: SPECIFICATION DENSITY: MOISTURE: WEBB CONSTRUCTION 3T: ASTM D2922 ASTM D3017 95& +3% PROJECT DATA GAUGE: TROXLER 3411 -B GAUGE SERIAL NO.: 12834 STANDARD COUNTS MOISTURE - CURRENT: 565 PREVIOUS: 545 DENSITY - CURRENT: 2740 PREVIOUS: 2715 TEST MODE: Direct Transmission PROBE DEPTH (in.): 6 MOISTURE /DENSITY. RELATIONS REFERENCE MAAiMUM TEST OF MATERIALS MOISTURE % DENSITY ccf REPORT NO ON -SITE Dark Brown Clay 24.5 94.0 148251 ON -SITE ERN &LIGHT BRN CLAY 18.5 106.5 148520 TEST NO LOCATION 1. SOUTH END OF BUILDING PAD FINAL GRADE 2. NORTH END OF BUILDING PAD FINAL GRADE 3. FIRE LANE AT 30' WEST OF AND 4 0' NORTH, OF NORTHWEST - 13UILDING CORNER FINAL GRADE 4. FIRE LANE AT 20' NORTH OF NORTHWEST BUILDING CORNER FINAL GRADE 18.6 PAGE 1 OF 2 Maxim Technologies Inc. 2575 Lone Star Drive Dallas, Texas 75222 Telephone: (214) 631 -2700 FAX: (214) 920 -1891 PROJECT NO.: 9908651 REPORT NO.: 148516 DATE OF SERVICE: 6/17/99 AUTHORIZATION: David Ortiz REPORT DATE: 7/10/99 24.5 114.5 92.5 94.0 98 24.5 117.6 95.2 94.0 18.5 126.1 106.3 106.5 14.8 * 18.5 119.7 104.3 106.5 Report Of Tests Continued On Page 2 REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM MOISTURE MOISTURE (Pcfl DENSITY DENSITY ( %) I %) WET DRY (Pcf) I% max) 23.8 101 100 98 Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the approval of the testing laboratory. The use of Our name must receive our written approval. Our ratters aM reports 1007 R. apply only to the sample tested and /or Inspected, and are not Indicative of the quantities of apparently Identical or similar products. WEBB CONSTRUCTION PROJECT N0. 9908651 DATE OF SERVICE: 6/17/99 REPORT OF TESTS (continued) REPORT NO. 148516 PAGE 2 OF 2 An asterisk ( *) appears next to test results which do NOT meet the project specifications as noted on page 1 4 Technician: Randy Wentzler, C.E.T. Started: 01:OOPM Stopped: 04:OOPM Report Distribution: 11) WE6OC CT10N City of MAXIM TECHNOLOGIES INC. It 1 Itl City of COppell \ ^\ \ 1 ME Division Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the approval of the testing laboratory. The use of our name must receive our written ap rpval. Our letters anE reports 100] R. apply only to the sample tested and /or inspected, and are not indicative of the quantities 0 f all arentPy identical or similar prpducts. FIELD OPTIMUM FIELD DENSITY MAXIMUM TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY NO LOCATION I%) (95) WET DRY (Pcf) I% max) 5. FIRE LANE AT 40' NORTH OF AND 40' EAST OF NORTHEAST BUILDING CORNER FINAL GRADE 16.5 18.5 118.9 102.1 106.5 96 6. 18' RCP STORM DRAIN AT STATION 0 +20 FINAL GRADE 24.5 24.5 114.2 91.7 94.0 98 An asterisk ( *) appears next to test results which do NOT meet the project specifications as noted on page 1 4 Technician: Randy Wentzler, C.E.T. Started: 01:OOPM Stopped: 04:OOPM Report Distribution: 11) WE6OC CT10N City of MAXIM TECHNOLOGIES INC. It 1 Itl City of COppell \ ^\ \ 1 ME Division Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the approval of the testing laboratory. The use of our name must receive our written ap rpval. Our letters anE reports 100] R. apply only to the sample tested and /or inspected, and are not indicative of the quantities 0 f all arentPy identical or similar prpducts.