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RCP new won ""Hanson HEIDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe & Products, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#1 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc)4000 PSI Class III Dry Cast 12", 15" & 18" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 380 lbs. Slump 1"-+0.5" Headwaters Martin lake Class F Fly Ash 125 lbs. W/C = 0.43 Hanson Bridgeport Crushed Limestone 3/8" 1315 Lbs. Hanson Bridgeport Crushed Limestone 5/8" Lbs. Hanson Bridgeport Mfg. Sand Lbs. Hanson Bristol Natural Sand 2051 Lbs. Water 217 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 Ib) TOTAL 4088 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectful y Subm'ted, i , / Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson MOM NOM Hanson HEIDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel, 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe& Products, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#2 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (f'c) 5000 PSI Class IV Dry Cast 12", 15" & 18" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 424 lbs. Slump 1"-+0.5" Headwaters Martin Lake Class F Fly Ash 140 lbs. W/C = 0.41 Hanson Bridgeport Crushed Limestone 3/8" 1315 Lbs. Hanson Bridgeport Crushed Limestone 5/8" Lbs. Hanson Bridgeport Mfg. Sand Lbs. Hanson Bristol Natural Sand 1958 Lbs. Water 233 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 Ib) TOTAL 4068 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respe tfull I Submit d, f l i . Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson aim mop Hanson HElDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe & Products, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#3 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc)5000 PSI Class V Dry Cast 12", 15" & 18" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 461 lbs. Slump 1"-+0.5" Head Waters martin lake Class F Fly Ash 150 lbs. W/C =0.40 Hanson Bridgeport Crushed Limestone 3/8" 1315 Lbs. Hanson Bridgeport Crushed Limestone 5/8" Lbs. Hanson Bridgeport Mfg. Sand Lbs. Hanson Bristol Natural Sand 1884 Lbs. Water 242 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 Ib) TOTAL 4054 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectfully Submitt d,f cj Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson a Man m. Hanson HEIDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe& Precast, Inc, 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#4 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (f'c)4000 PSI Class III Dry Cast 21", 24"&27" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 380 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 125 lbs. W/C =0.43 Hanson Bridgeport Crushed Limestone 3/8" 1450 Lbs. Hanson Bridgeport Crushed Limestone 5/8" Lbs. Hanson Bridgeport Mfg. Sand 960 Lbs. Hanson Bristol Natural Sand 957 Lbs. Water 217 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 lb) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 lb) TOTAL 4089 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectful) Submit d, ` Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson mom new '°Hanson HEIDELBERGC EMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N. MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe & Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#5 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (f'c) 5000 PSI Class IV Dry Cast 21",24" &27" Pipe ONE CUBIC (SSD1 Ash Groves Type I/II Cement 424 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 140 lbs. W/C = 0.41 Hanson Bridgeport Crushed Limestone 3/8" 1450 Lbs. Hanson Bridgeport Crushed Limestone 5/8" Lbs. Hanson Bridgeport Mfg. Sand 912 Lbs, Hanson Bristol Natural Sand 912 Lbs. Water 233 Lbs. Admix Sika P1100 2.5 Fl. oz./(100 lb) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 lb) TOTAL 4069 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. R AG � Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson e mum "w Hanson HEIDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N. MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe & Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#6 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc) 5000 PSI Class V Dry Cast 21", 24" &27" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 461 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 150 lbs. W/C= 0.40 Hanson Bridgeport Crushed Limestone 3/8" 1450 Lbs. Hanson Bridgeport Crushed Limestone 5/8" Lbs. Hanson Bridgeport Mfg. Sand 876 Lbs. Hanson Bristol Natural Sand 876 Lbs. Water 242 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 lb) Admix Sika Rapid (As Needed) 3.0 FI. oz./(100 lb) TOTAL 4057 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectfully Submitte , Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson wow mem a Hanson HEIDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe& Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#7 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc)4000 PSI Class III Dry Cast 30",33" &36" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 380 lbs. Slump 1"-+0.5' Head Waters Martin Lake Class F Fly Ash 125 lbs. W/C = 0.43 Hanson Bridgeport Crushed Limestone 3/8" 1300 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 370 Lbs. Hanson Bridgeport Mfg. Sand 850 Lbs. Hanson Bristol Natural Sand 848 Lbs. Water 217 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 lb) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 lb) TOTAL 4090 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectfully ubmitte , 4 Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson NNE M " Hanson HEIDELBERGCEMENVTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe& Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#8 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength(f'c) 5000 PSI Class IV Dry Cast 30", 33"&36" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 424 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 140 lbs. WIC =0.41 Hanson Bridgeport Crushed Limestone 3/8" 1300 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 370 Lbs. Hanson Bridgeport Mfg. Sand 805 Lbs. Hanson Bristol Natural Sand 800 Lbs. Water 233 Lbs. Admix Sika P1100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 Ib) TOTAL 4070 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any tiuestjons concerning the mix design data Respectfully ubmitt d, '' Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson A NNE "a"Hanson HEIDELRERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N. MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe& Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#9 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc) 5000 PSI Class V Dry Cast 30", 33"&36" Pipe ONE CUBIC (SSD1 Ash Groves Type I/II Cement 461 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 150 lbs. W/C =0.40 Hanson Bridgeport Crushed Limestone 3/8" 1300 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 370 Lbs. Hanson Bridgeport Mfg. Sand 767 Lbs. Hanson Bristol Natural Sand 767 Lbs. Water 242 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 Ib) TOTAL 4059 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. 4.s yy ' Respectfully ubmitte 1 /,� Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson NOM Nan N"Han on HEIDELBERGCf MENTGrorip Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe & Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#10 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc)4000 PSI Class III Dry Cast 39",42" &45" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 380 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 125 lbs. W/C = 0.43 Hanson Bridgeport Crushed Limestone 3/8" 1170 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 580 Lbs. Hanson Bridgeport Mfg. Sand 819 Lbs. Hanson Bristol Natural Sand 800 Lbs. Water 217 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 Ib) TOTAL 4091 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectfully Submitte,,�, / / %,-4-- 1 3 i ce t a Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson antis own Hanson HEIDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe& Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#11 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc) 5000 PSI Class IV Dry Cast 39",42"&45" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 424 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 140 lbs. W/C=0.41 Hanson Bridgeport Crushed Limestone 3/8" 1170 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 580 Lbs. Hanson Bridgeport Mfg. Sand 763 Lbs. Hanson Bristol Natural Sand 763 Lbs. Water 233 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 lb) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 lb) TOTAL 4071 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectfully Submitte � , ,.t.. Vartan Babakhanian, P.E. ' Technical Services Manager CC: Greg Minteer—Hanson o mom E Hanson ii EIDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.corn April 7, 2011 TO: Mr.Jack Weare Hanson Pipe & Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie,Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#12 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (f'c) 5000 PSI Class V Dry Cast 39",42"&45" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 461 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 150 lbs. W/C = 0.40 Hanson Bridgeport Crushed Limestone 3/8" 1170 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 580 Lbs. Hanson Bridgeport Mfg. Sand 727 Lbs. Hanson Bristol Natural Sand 727 Lbs. Water 242 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 Ib) TOTAL 4059 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectfully Submitte , ll /fir G, / i?Gt-�. Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson mire war 'Hanson HEIDELBERG(FMFNTGroul> Hanson Aggregates South Central Region Technical Service Lab 1000 N.MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe & Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#13 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc)4000 PSI Class III Dry Cast 48", 51", 54", 60", 66" & 72" Pipe ONE CUBIC (SSD) Ash Groves Type I/II Cement 380 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 125 lbs. W/C = 0.43 Hanson Bridgeport Crushed Limestone 3/8" 875 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 875 Lbs. Hanson Bridgeport Mfg. Sand 819 Lbs. Hanson Bristol Natural Sand 800 Lbs. Water 217 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 lb) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 lb) TOTAL 4091 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectfully Submitted; / / rr / Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson Ili III NI f Hanson HEIDELBERGCEMENTtiroup Hanson Aggregates South Central Region Technical Service Lab 1000 N. MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe & Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#14 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (f'c) 5000 PSI Class IV Dry Cast 48", 51", 54", 60", 66" & 72" Pipe ONE CUBIC (SSD), Ash Groves Type I/II Cement 424 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 140 lbs. W/C = 0.41 Hanson Bridgeport Crushed Limestone 3/8" 875 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 875 Lbs. Hanson Bridgeport Mfg. Sand 763 Lbs. Hanson Bristol Natural Sand 763 Lbs. Water 233 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 Fl. oz./(100 Ib) TOTAL 4071 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Respectfully�ubmitt ds / / // , /(//' (; (� %(ft, f. J(, t/(. Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson a III all r w e s Hanson HEIDELBERGCEMENTGroup Hanson Aggregates South Central Region Technical Service Lab 1000 N. MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com April 7, 2011 TO: Mr. Jack Weare Hanson Pipe& Precast, Inc. 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contractor: Hanson's Customers PROJECT: For City, State and Private Technical Services Lab Project 2011-Pipe Mix#15 Dear Jack: We are pleased to submit the following mix design for your approval on the above referenced project. MIX DESIGN PROPORTIONS - ONE CUBIC YARD (SSD) Specified 28 Day Strength (fc) 5000 PSI Class V Dry Cast 48", 51",54", 60", 66" & 72" Pipe ONE CUBIC (SSD} Ash Groves Type I/II Cement 461 lbs. Slump 1"-+0.5" Head Waters Martin Lake Class F Fly Ash 150 lbs. W/C =0.40 Hanson Bridgeport Crushed Limestone 3/8" 875 Lbs. Hanson Bridgeport Crushed Limestone 5/8" 875 Lbs. Hanson Bridgeport Mfg. Sand 727 Lbs. Hanson Bristol Natural Sand 727 Lbs. Water 242 Lbs. Admix Sika PI100 2.5 Fl. oz./(100 Ib) Admix Sika Rapid (As Needed) 3.0 FI. oz./(100 Ib) TOTAL 4059 Lbs. The above mix design is guaranteed to achieve specified compressive strength when tested and evaluated in accordance with applicable ASTM and ACI test methods and specifications. We would appreciate notification of mix design approval before commencement of concrete placement. Please do not hesitate to call if you have any questions concerning the mix design data. Re pectfully.Submittt , f f y./ 1/ / Vartan Babakhanian, P.E. Technical Services Manager CC: Greg Minteer—Hanson Reinforced Concrete Pipe 0 V 4 a a O da a a d c _ 4 . .. n V d v d n ,, .. rn a a a q a e 4 ' d a 4 a V a A G a - < d © �4 raying Length Basic Dimensions I.D. 1 Laying Wall Bell Aprox. Pipe 1 Lenght Thickness Diameter Wt/Ft (Inches) I (Feet) (Inches) (Inches) (Pounds) 12 4- 6 2 16 92 15 4-6 2 19 111 18 4- 6 -8 2 1/2 23 168 21 4- 6- 8 23/4 261/2 214 24 4- 6-8 3 30 265 27 4- 6-8 3 1/4 33 1/2 322 30 4- 6- 8 3 1/2 37 384 33 4- 6 -8 3 3/4 40 1/2 451 36 4-6-8 4 44 524 39 * 41/4 471/2 614 42 4 - 6- 8 41/2 51 685 45 4 3/4 54 1/2 789 48 4-6-8 5 58 885 51 * 51/4 611/2 986 54** 4- 6-8 5 1/2 65 1,092 60** 4 - 6-8 6 72 1,322 - 66** 4 - 6 -8 6 1/2 79 1,573 72 4 -6-8 7 86 -1,846 78 * * * * 84 * * * * 90 * * * * 96 * * * * 108 * * * * 120 * * * * Note: • Conforms to current ASTM C-76 or C-655 specifications for reinforced concrete pipe. -No Scale- *- Dimensions vary; contact manufacturer. Ail dimensions subject to allowable ** -Wall C available in some market areas. specification tolerances. TITLE PLANT STATE SECTION-PAGE DATE mom ■•• Grand Prairie Tongue and Groove Pipe Houston TX 2.1 08-15-06