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Coppell/121 Off Pk-LR040730.~~ ACTEC ENGINEERING AND CONSULTING MACTEC Engineering and Consulting 2200 Gravel Drive Fort Worth, Texas 76118-7123 Tel: 817-284-7755• Fax: 817-589-1420 REPORT OF IN-PLACE DENSITY CLIENT: SALYER AND ASSOCIATES 2557 SOUTHWEST GRAPEVINE PKWY SUITE 200 GRAPEVINE, TX 76051 PROTECT: HWY 121 BUSINESS PARK PAGE 1 OF 1 PROJECT NO.: 9 0 2 3 7 4 7 REPORT NO.: 4 0 5 3 6 3 DATE OF SERVICE: 7/27/2004 AUTHORIZATION: REPORT DATE: 7/30/2004 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA CONTRACTOR: SALYER AND ASSOCIATES GAUGE:TROXLER 3430B METHOD OF TEST: GAUGE SERIAL NO.: 2 3 3 3 4 DENSITY: ASTM D2922 STANDARD COUNTS MOISTURE: ASTM D3 017 MOISTURE - CURRENT3~TA PREVIOUS: NA DENSITY - CURRENT:NA PREVIOUS: NA SPECIFICATION: TEST MODE: Direct Transmission DENSITY: 95 ~ PROBE DEPTH {in.): 6 MOISTURE: 0 TO +4 $ OF OPT . MOISTURE/DENSITY RELATIONS REFERENCE TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813 REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY NO LOCATION (%) (%) WET DRY (Pcf) % max 1. TURNING LANE OFF 121 TO B PARK NTER 3RD LIFT 24.8 22.5 119.6 95.8 98.5 97 2. SAME @ N END 3RD LIFT 25.0 22.5 120.6 96.5 98.5 98 3. SAME @ S END 3RD LIFT 25.2 22.5 120.6 96.3 98.5 98 4. SAME @ CENTER 4TH LIFT 24.5 22.5 119.5 96.0 98.5 97 5. SAME @ N END 4TH LIFT 25.3 22.5 119.7 95.5 98.5 97 6. SAME @ S END 4TH LIFT 24.8 22.5 118.3 94.8 98.5 96 Test results on this report meet proj ect specifications as noted above. Technician: Scott Jaeger Started: 02:OOPM Stopped: 05:OOPM Report Distribution: tl) SALYER AND ASSOCIATES (U CITY OF COPPELL ~'~'j ~` Tim Begole, CET. Our letters and reports are for the exclusive use of the client to whom they are addressed and shall rot be reproduced except in full without the approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports 1007 TT apply only m the sample tes[ed and/or inspecaed, and are not indicative of the quantities of apparently tdenncal or similar products. ~- ACTEC ENGINEERING AND CONSULTING REPORT OF IN-PLACE DENSITY CLIENT: SALYER AND ASSOCIATES 2557 SOUTHWEST GRAPEVINE PKWY SUITE 200 GRAPEVINE, TX 76051 PROJECT: HWY 121 BUSINESS PARK PAGE 1 OF 2 MACTEC Engineering and Consulting 2200 Gravel Drive Fort Worth, Texas 76118-7123 Tel: 817-284-7755 Fax: 817-589-1420 PROJECT NO.: 9 0 2 3 7 4 7 REPORT NO.: 4A5321 DATE OF SERVICE: 7/ 2 6/ 2 0 0 4 AUTHORIZATION: REPORT DATE: 7/30/2004 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA CONTRACTOR: SALYER AND ASSOCIATES GAUGE: NA METHOD OF TEST: GAUGE SERIAL NO.: NA DENSITY: ASTM D2922 STANDARD COUNTS MOISTURE; ASTM D3 017 MOISTURE - CURRENT3QA PREVIOUS: NA DENSITY - CURRENT:NA PREVIOUS: NA SPECIFICATION: TEST MODE: Direct Transmission DENSITY: 95~ PROBE DEPTH (in.): 6 MOISTURE: 0 TO +4 $ OF OPT . MOISTURE/DENSITY RELATIONS REFERENCE TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813 TEST NO LOCATION 1. 4" WATER LINE STA 0+50 FINAL T ING LANE OFF 121 TO PARK CENTER 1ST FT 3. SAME @ N END 1ST LIFT 4. SAME Q S END 1ST LIFT 5. SAME @ CENTER 2ND LIFT 6. SAME @ N END 2ND LIFT REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM MOISTURE MOISTURE (pcf- DENSITY DENSITY (°lo) (%) WET DRY (Pcf) (% max) 24.8 22.5 120.1 96.2 98.5 98 24.9 22.5 119.8 95.9 98.5 97 23.8 22.5 118.1 95.4 98.5 97 24.5 22.5 118.3 95.0 98.5 96 24.5 22.5 119.1 95.7 98.5 97 25.0 22.5 120.4 96.3 98.5 98 Report Of Tests Continued On Page 2 Our leers and reports are for the exclusive use of the client to wtam 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 letters and reports 1(q7 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently Identical or similaz products. J MACTEC ENGINEERING AND CONSULTING SALYER AND ASSOCIATES PROJECT NO. 9 0 2 3 7 4 7 DATE OF SERVICE: 7/ 2 6/ 2 0 04 REPORT NO. 4A5321 PAGE 2 OF 2 REPORT OF TESTS (Continued) TEST NO 7 FIELD OPTIMUM FIELD DENSITY MAXIMUM MOISTURE MOISTURE (pct? DENSITY DENSTTY LOCATION (%a) (%a) WET DRY (PcD (°k max) SAME s~ S END 2ND LIFT 24.9 22.5 119.9 96.0 98.5 97 Test results on this report meet project specifications as noted on page 1. Technician: Scott Jaeger Started: 11:OOAM Stopped: 02:OOPM Report Distribution: U 1 SALYER AND ASSOCIATES i i crTV of coePE~i, M QTEC Tim Begole, CET. Our letters and repons are for the exclusive use of the client to whom they are addressed and shall rat be reproduced except in full without the approval of the testing laboratory. The use of our name must receive our written approval. Our letters and repons 1 W' TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently Identical or similar products. ACTEC ENGINEERING AND CONSULTING CLIENT: SALYER AND ASSOCIATES 2557 SOUTHWEST GRAPEVINE PKWY SUITE 200 GRAPEVINE, TX 76051 PROJECT: HWY 121 BUSINESS PARK ~i~ REPORT OF IN-PLACE DENSITY PAGE 1 OF 2 MACTEC Engineering and Consulting 2200 Gravel Drive Fort Worth, Texas 76118-7123 Tel: 817-284-7755• Fax: 817-589-1420 PROJECT NO.: 9 0 2 3 7 4 7 REPORT NO.: 4 0 5 3 01 DATE OF SERVICE: 7/ 2 4/ 2 0 0 4 AUTHORIZATION: REPORT DATE: 7/30/2004 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. PROJECT DATA CONTRACTOR: SALYER AND ASSOCIATES GAUGE:TROXLER 3430B :METHOD OF TEST: GAUGE SERIAL NO.: 2 3 3 3 4 DENSITY: ASTM D2922 STANDARD COUNTS MOISTURE - CURRENTidA PREVIOUS: NA MOISTURE: ASTM D3 017 DENSITY - CURRENT:NA PREVIOUS: NA SPECIFICATION: TEST MODE: Direct Transmission DENSITY: 95% PROBE DEPTH (in.): 6 MOISTURE: 0 TO +4 % OF OPT . MOISTURE/DENSITY RELATIONS REFERENCE TEST OF MATERIALS MOISTURE % DENSITY txf REPORT NO ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813 REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY NO LOCATION (%) (R6) WET DRY (Pcf- (% max) 1. 8" SANITARY SEWER STA 1+60 6TH LIFT 24.5 22.5 119.5 96.0 98.5 97 2. SAME @ 5TH LIFT 24.0 22.5 119.4 96.3 98.5 98 3. SAME @ 4TH LIFT 22.9 22.5 117.2 95.4 98.5 97 4. SAME @ 3RD LIFT 23.8 22.5 117.6 95.0 98.5 96 5. SAME @ 2ND LIFT 24.1 22.5 118.9 95.8 98.5 97 6. SAME @ 1ST LIFT 24.3 22.5 119.6 96.2 98.5 98 Report Of Tests Continued On Page 2 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 letters and reports IO0' T"I' apply only to the sample tested and/or inspected, and are not indicative of the gttantities of apparently identical or similar products. MACTEC ENGINEERING AND CONSULTING SALYER AND ASSOCIATES PROJECT NO. 9 0 2 3 7 4 7 DATE OF SERVICE: 7/24/2004 REPORT OF TESTS (Continued) REPORT NO. 4 0 5 3 01 PAGE 2 OF 2 FIELD OPTIMUM FIELD DENSITY MAXIMUM TEST MOISTURE MOISTURE (pct? DENSITY DENSITY NO LOCATION (%) (%) WET DRY (Pct1 _(% max) 7. SAME @ FINAL 23.5 22.5 119.8 97.0 98.5 98 Test results on this report meet project specifications as noted on page 1. Technician: Scott Jaeger Started: 01:OOPM Stopped: 04:OOPM Report Distribution: (1) SALYER AND ASSOCIATES (]) CITY OF COPPELL T Our letters and reports are for the exclusive use of the client to wham they are addressed and shall rwi be reproduced except in full without the approval of the tasting laboratory. The use of our name must receive our written approval. Our letters and reports itil97 TT apply only to the sample tested andlor inspected, and are not indicative of the quantities of apparently identical or similar products. M CT C Begole, CET. ~~ ACTEC ENGINEERING AND CONSULTING MACTEC Engineering and Consulting 2200 Gravel Drive Fort Worth, Texas 76118-7123 Tel: 817-284-7755• Fax: 817-589-142U REPORT OF IN-PLACE DENSITY CLIENT: SALYER AND ASSOCIATES 2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 2 SUITE 200 GRAPEVINE, TX 76051 PROJECTNO.: 9023747 REPORT NO.: 4 0 5 2 5 9 PROTECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 7 / 2 3 / 2 0 0 4 AUTHORIZATION: REPORT DATE: 7/30/2004 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: SALYER AND ASSOCIATES METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION: DENSITY: 95 ~ MOISTURE: 0 TO +4 °s OF OPT . PROJECT DATA GAUGE:TROXLER 3430B GAUGE SERIAL NO.: 2 3 3 3 4 STANDARD COUNTS MOISTURE - CURRENT3dA PREVIOUS: NA DENSITY - CURRENT:NA PREVIOUS: NA TEST MODE: Direct Transmission PROBE DEPTH (in.): 6 MOISTURE/DENSITY RELATIONS REFERENCE TEST OF MATERIALS MOISTURE °k DENSITY pcf REPORT NO ON SITE LT.BROWN CALICHE CLAY 22.5 98.5 404813 "fEST NO LOCbT'ION 1. 8" SANITARY SEWER STA 0+85 6TH LIFT 2. SAME @ 5TH LIFT 3. SAME @ 4TH LIFT 4. SAME @ 3RD LIFT 5. SAME @ 2ND LIFT 6. SAME @ 1ST LIFT REPORT OF TESTS FIELD OPTIMUM FIELD DENSITY MAXIMUM MOISTURE MOISTURE (pct) DENSITY DENSITY (q°) (°,~n) WET DRY (Pct) (% max} 24.5 22.5 118.6 95.3 98.5 97 24.0 22.5 117.8 95.0 98.5 96 24.6 22.5 119.9 96.2 98.5 98 23.8 22.5 118.5 95.7 98.5 97 24.5 22.5 118.5 95.2 98.5 97 24.0 22.5 117.6 94.8 98.5 96 Report Of Tests Continued On Page 2 Our letters and reports are far 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 ttame must receive our wri[ten approval. Our letters and reports IfJ07 TT apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently Identical or similar products. J MACTEC ENGINEERING AND CONSULTING SALYER AND ASSOCIATES PROJECT NO. 9 0 2 3 7 4 7 DATE OF SERVICE: 7/23/2004 REPORT OF TESTS cContinued) REPORT NO. 405259 PAGE 2 OF 2 FIELD OPTIMUM FIELD DENSITY MAXIMUM TEST MOISTURE MOISTURE (pcfj DENSITY DENSITY NO LOCATION (%) (%) WET DRY (Pct (% max) 7. SAME ~ FINAL 23.8 22.5 118.0 95.3 98.5 97 Test results on this report meet project specifications as noted on page 1. Technician: Scott Jaeger Started: 09:OOAM Stopped: 12:OOPM Report Distribution: 11) SALYER AND ASSOCIATES ~ i I) CITY OE COPPELL M ~'' Tim Begole, CET. Our letters and reports are for the exclusive use o(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 letters and reports 11107 T7 apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently tdenttcal or similar products.