Loading...
ST0501-LR121212 (3) DEC-12-2012 06:24 P.01 • A,. ATA Texas CMT, Inc. Construction Materials Testing ( Clt' Fax Note 7671 Date Ipagoes► and Environmental Consulting 'To Li*PI D n./r s From TesoS C T 10044 Monroe Drive • Dallas, Texas 75229 Co./Dept-UN G11a17F1/�, rcpt co-��E G S t t r�R vt (214) 352 l� �1s� Phone# q 72.-304-3� nct34Phone# Z(4,352..-695.7 957 Fax#-1'lz,3a4..77 IQ' [Fax# z.t4 3c2 cei7L REPORT OF IN-PLACE DENSITI it1■I1) wwisi uxl: Ole SOIL Density Report No.38 (211-0126 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent • 1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date:November 2,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date:December 12,2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 0 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 Required Density(/o):Min.95% 5 Dark Gray Clay 101.5 17.9 0 0 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0 Required Moisture(/o):Clay:OMC+5%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Sand:OMC±3%; y y Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2 Lime-treated: OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 - • Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content(%) (%) 103 4 6 BFR at N.E.Comer of Castle Creek Dr. 110.9 12.8* 101.3 and Deforest Road 104 1 6 N.Side Sidewalk 111.0 11.7** 6 * Test results did not meet project specifications ** Instructed California Construction to spray subgrade with water prior to con eting. his one when concrete • arrived. cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570 Mr.George Marshall-City of Coppell,Phone: 972-304-3562;via E-mail:gMarshall@coppelltx.gov Mr.Dan DeGroot-Burgess&Niple,Inc.,Ph. -: `172-620-1255;via E-mail:Dan.DeGroot@BurgessNiple.com + Mr.Robert Caudill-Tiseo Paving Comp. ,,P t. J 972-289-0723;via E-mail:rCaudill@TiseoPaving.com Mr.Walter Mitchell-Tiseo Paving Co .<r y l m mail:baobas @yahoo.com Mr.Bobby Bounds-California Cons' it t i e:972-670-0368;via E-mail:Bobby@CalConTex.com / '�`��a'"T Texas CMT,Inc. TBP 1�, / 1 Reviewed by: • All letters and reports are for the exclusive use of the client to w.r the •and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only •the : �d and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. DEC-12-2012 06:25 P.02 A A-A Texas CMT, Inc. Construction Materials Testing GEE Consultants, Inc. • and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.39 (211-0126 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1 Client:Tiseo Paving Company Material Description Maximum optimum Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent 1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date:November 2,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date:December 12,2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 Required Density(%):Min.95°/n 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 5 Dark Gray Clay 101.5 17.9 Required Moisture(%):Clay:OMC+5%; 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13,0 Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2 Lime-treated:OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 • Test Material Probe Location/Elevation(and/or)Li In-Place In-Place •ercent No. No. Depth Dry Density Moisture .ac '. (inches) (Lbs/Cu.Ft.) Conte• ' o) r,,,1 105 4 6 Retest of No 10 110.7 / ** / .8 / 01.E ** Test results did not meet project speci ications.Instructed California Construction t•.pray sub ca a:ew' water prior to concreting. This was done when concrete arrived. cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570 . Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMarsh.11@coppelltx.gov Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Dan.Det"iroot @BurgessNiple.com Mr.Robert Caudill-Tiseo Paving Company,Phone:972-289-0723;via E-mail:rCaudill@TiseoPaving.com Mr.Walter Mitchell-Tiseo Paving Company,via E-mail:bamobas @yahoo.co Mr.Bobby Bounds-California Construction,Phone: 972-670-0368;via ..b (%)CalConTex.com Texas CMT,Inc. TBPE Firm:F-4521 • 'I•-•- ' 'All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduc-• . Texas CMT,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not nece,- • ,iv- • the uantities of apparently identical or similar products. /f DEC-12-2012 06:25 P.03 A AllirA Texas 0179 Inc. Construction Materials Testing GEE Consultants, Inc. and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.40 (211-0126 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent 1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date:November 5,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date December 12,2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 Required Density(%): Min.95% 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 5 Dark Gray Clay 101.5 17.9 Required Moisture(%):Clay:OMC+5%; 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0 Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2 Lime-treated: OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 143 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 . Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content(%)' (V 106 6 6 BFR at S.W.Corner of Lake Forest and 95.0 4.7* 7.5 * Deforest Road 107 6 6 N. Side Sidewalk,60'West of Stratford 107.7 8.0* .2 108 6 6 N.Side Sidewalk,55'West of Inglenook 103.4 6.6* .2 ** . 109 3 6 BFR at N.W.Corner of Prestwick and 101.6 23.5* ** Deforest Road 110 3 6 S. Side Sidewalk, 15'E.of BFR at S.E. �,- :. , 19.2 102.3 Corner of Deforest and MacArthur * Test results did not meet project specifications ** Subgrade was rewatered prior to concreting but it was not tes /If: "aneous wall concreting. *** Moist subgrade was replaced with flex base on November .J + . ■ /'ete placed. cc: Mr.Larry Davis-City of Coppell,Phone:972-304-36: ' ': ' ,-304-3570 Mr.George Marshall-City of Coppell,Phone:972-31,- '2; • ail:gMarshall@coppelltx.gov Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-621 i 255; , E-mail:Dan.DeGroot @BurgessNiple.com Mr.Robert Caudill-Tiseo Paving Company,Phone:972- : 3;via E-mail:rCaudill@TiseoPaving.com Mr.Walter Mitchell-Tiseo Paving Company,via E-mail:`.arnobas @yahoo.com Mr.Bobby Bounds-California Construction,Phone:972 .70-0368;via E-mail:Bobby@CalConTex.com . Texas CMT,Inc. TBPE Firm:F-4521 Reviewed by: 2--.111- All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of OUT name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. DEC-12-2012 06:25 P.04 A • Texas CMT, Inc. Construction Materials Testing GEE Consultants, Inc. and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com • REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.41 (211-0126 /ST-05-01) Method:ASTM D6938 D698 • Page 1 of 1 Client:Tiseo Paving Company Material Description Maximum Optimum Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent 1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date:November 5,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date:December 12,2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 Required Density(%):Min.95% 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 5 Dark Gray Clay 101.5 17.9 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0 Required Moisture(%):Clay:OMC+5%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Sand:OMC±3%; y Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2 Lime-treated:OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent No. No. Depth Dry Density Moisture Com tion (inches) (Lbs/Cu.Ft.) Content(%) /o) 11 l 6 6 Retest of No. 107 107.1 10.4 98.6 Test results meet project specifications. cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570 Mr.George Marshall-City of Cop ell,Phone:972-304-3562;via E-mail:gMarshalln,c ppelltx.gov Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Dan.DeGro @BurgessNiple.com Mr. Robert Caudill-Tiseo Paving Company,Phone:972-289-0723;via E-mail:rCaudill TiseoPaving.com Mr. Walter Mitchell-Tiseo Paving Company,via E-mail:barnobas @yahoo.com Mr.Bobby Bounds-California Construction,Phone:972-670-0368;via E-mail:Bobby @CalConTex.com Texas CMT,Inc. TBPE Firm:F-4521 Reviewed by: All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. DEC-12-2012 06:25 P.05 C Texas C �\ ! T Inc. +- 9 Construction Materials Testing GEE Consultants,and Environmental Consulting Inc. 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.42 (211-0126 /ST-05-01) Method:ASTM D6938 D698 • Page 1 of 1 Client:Tiseo Paving Company Material Description Maximum Optimum Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent 1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date:November 6,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date:December 12,2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 0 0 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 Required Density(/o): Min.95/o 5 Dark Gray Clay 101.5 17.9 0 0 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0 Required Moisture(/o):Clay:OMC+5%; Sand:OMC f 3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2 . Lime-treated:OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 143 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 • Test Material Probe Location/Elevation(and/or)Lift No. In-Place In-Place ercen No. Depth Dry Density M t" . i m'' '1 (inches) (Lbs/Cu.Ft.) C nt(%)' � , 112 6 6 Retest of No. 106 91.6 r,; 7.4* *Test results did not meet project specifications. , / . cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570 Mr.George Marshall-City of Coppell, Phone:972-304-3562;via E-mail:gMarshall coppelltx.g.' i r . Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Dan.De root@ Bur; s j'. . o ; Mr.Robert Caudill-Tiseo Paving Company,Phone: 972-289-0723;via E-mail:rCaudill @Ti -..' 417_•, . Mr. Walter Mitchell-Tiseo Paving Company,via E-mail:barnobas @yahoo.com Mr.Bobby Bounds-California Construction,Phone:972-670-0368;via E-mail:Bobby @Cal r-. ' o; Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: op --y All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. Th.use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently i.entical or similar products. DEC-12-2012 06:25 P.06 A AvA Texas CMT, Inc. Construction Materials Testing GEE consultants, Inc. and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.43 (211-0126 /ST-05-01) Method:ASTM D6938 D698 • Page 1 of 1 Client:Tiseo Paving Company Material Description Maximum Optimum .Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent I Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date:November 7,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date:December 12,2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 Required Density(%):Min.95°/n 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 5 Dark Gray Clay 101.5 17.9 Required Moisture(%):Clay:OMC+5%; 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0 Sand: OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2 . Lime-treated: OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 • Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content(%). (%) 113 6 6 Retest of Nos. 106 and 112 111.1 13.7 Test results meet project specifications. cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570 Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMarshall @@coppelltx.gov Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:DanDeGroot@BurgessNiple.com Mr.Robert Caudill-Tiseo Paving Company,Phone: 972-289-0723;via E-mail:rCaudill@TiseoPaving.com Mr.Walter Mitchell-Tiseo Paving Company,via E-mail:bamobas @yahoo.com Mr.Bobby Bounds-California Construction,Phone:972-670-0368;via E-mail:Bobby@CalConTex.com • Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: 02,4144------- All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. DEC-12-2012 06:26 P.07 AVA Texas CMT, Inca • Construction Materials Testing GEE consultants, Inc. 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352.6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.44 (211-0126 /ST-05-01) Method:ASTM D6938 D698 Page 1 of I Client:City of Coppell Material Description Maximum Optimum Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent 1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date: November 7,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date:December 12,2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 0 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 Required Density(/o): Min.95% 5 nark Gray Clay y 101.5 17.9 • 0 0 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0 Required Moisture(/o):Clay: OMC+5%; Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Saud(Cement Treated) 105.6 17.2 Lime-treated:OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent No. No. Depth Dry Density Moisture . Compaction (inches) (Lbs/Cu.Ft.) Content(%) 114 6 6 Sidewalk,S.of BFR at S.E.Corner of 105.8 . 11.4 i,? 97.4 . Lake Forest and Deforest Road / _ Test results meet project specifications / cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570 • Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail: arshal coppelltx.gov Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Dan. root @BurgessNiple.com Mr. Robert Caudill-Tiseo Paving Company,Phone:972-289-0723; via E-mail: audill @TiseoPaving.com Mr. Walter Mitchell-Tiseo Paving Company,via E-mail:barnobas @yahoo.com Mr.Bobby Bounds-California Construction,Phone:972-670-0368;via E-mail:I Bobby @Ca1ConTex.com Texas CMT,Inc. TBPE Firm:F-4521 Reviewed by: V)146404 -.. All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.