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Petterson (Encore)-CS180628 Lattimore Materials Corp. ïëçðð ÜÑÑÔÛÇ ÎÑßÜ ßÜÜ×ÍÑÒ ÌÈ éëððï øçéî÷ îîïóìêìê ø³¿·²÷ øçéî÷ îîïóçêìé øº¿¨÷ Date:ðêñïèñîðïè Client:ÓÝÓßØÑÒ ÝÑÒÌÎßÝÌ×ÒÙ ×ÒÝ Attention: Project:ÐÛÌÌÛÎÍÑÒ ßÜÜ×Ì×ÑÒÍ ó ÝÑÐÐÛÔÔ Location: UsageMix Numberw/c+pSlumpAir f 'c Í×ÜÛÉßÔÕÍïîêïò íððð ðòëííòðð ó ëòððþíòð ó êòðû íêðð ðòìë ÓßÝØ×ÒÛ ÐßÊ×ÒÙïéðïòïòðð ó íòððþíòð ó êòðû ØßÒÜ ÐßÊ×ÒÙïéðïò íêðð ðòìëíòðð ó ëòððþíòð ó êòðû ÔÓÝ ¸¿ ²± µ²±©´»¼¹» ±® ¿«¬¸±®·¬§ ®»¹¿®¼·²¹ ©¸»®» ¬¸· ³·¨¬«®» · ¬± ¾» °´¿½»¼ô ¬¸»®»º±®» ·¬ · ¬¸» ¼·®»½¬ ®»°±²·¾·´·¬§ ±º ¬¸» Ð«®½¸¿»®ô ¬¸» ¼»·¹² ¿®½¸·¬»½¬ ±® ¼»·¹² »²¹·²»»®ô ¿²¼ ±® ½±²¬®¿½¬±® ¬± ·²«®» ¬¸¿¬ ¬¸» ¿¾±ª» ¼»·¹²»¼ ³·¨¬«®» °¿®¿³»¬»® º±® ½±³°®»·ª» ¬®»²¹¬¸ô ³·¨¬«®» °®±°±®¬·±² ±® ®¿¬·±ô ¿²¼ ±¬¸»® ®»¯«·®»¼ °»®º±®³¿²½» °¿®¿³»¬»® ¿®» ¿°°®±°®·¿¬» º±® ¬¸» ¿²¬·½·°¿¬»¼ »²ª·®±²³»²¬¿´ô ¼«®¿¾·´·¬§ô ±® «¿¹» ½±²¼·¬·±² ·² ßÝ× íïè Ý¸¿°¬»® ì ¿²¼ñ±® ¬¸» ®»´»ª¿²¬ ´±½¿´ ¾«·´¼·²¹ ½±¼»ò ÔÓÝ ©¿®®¿²¬ ¬¸» «°°´·»¼ ®»¿¼§ó³·¨ ½±²½®»¬» ³·¨¬«®» ¼»·¹² ©¸·½¸ ÔÓÝ ¹«¿®¿²¬»» ©·´´ ¿½¸·»ª» ¬¸» °»½·º·»¼ ½±³°®»·ª» ¬®»²¹¬¸ô ±® ±¬¸»® °»®º±®³¿²½» °®±°»®¬·» ±º ¬¸» ½±²½®»¬» ¬¿¬»¼ ·² ¬¸» Ý±²¬®¿½¬ Ü±½«³»²¬ô ¿ ©»®» ³¿¼» ¿ª¿·´¿¾´» ¿¬ ¬¸» ¬·³» ±º ¯«±¬¿¬·±²ô ©¸»² ¬»¬»¼ ¿²¼ »ª¿´«¿¬»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ßÍÌÓ Ýïéîóççô ßÍÌÓ ÝíïñÝíïÓóðí¿ ø·²½´«¼·²¹ °®±°»® ·²·¬·¿´ ½«®·²¹ ¿ °»® Í»½¬·±² ïðòïòî÷ô ßÍÌÓ ÝíçñÝíçÓóðïô ßÍÌÓ ÝçìñÝçìÓóðéô ±® ±¬¸»® ¬¿²¼¿®¼ ¬»¬ ³»¬¸±¼ ·²¼·½¿¬»¼ ·² ¬¸» Ý±²¬®¿½¬ Ü±½«³»²¬ ¬¸¿¬ ©»®» ²»½»¿®§ ¬± ª»®·º§ ¬¸» ¿¼¼·¬·±²¿´ °»®º±®³¿²½» °®±°»®¬·» ±º ¬¸» ½±²½®»¬»ô ¿²¼ ©¸»² ¬¸» ®»½±³³»²¼»¼ °®±½»¼«®» º±® °´¿½»³»²¬ ¿²¼ ½«®·²¹ ±º ¬¸» ·²ó°´¿½» ½±²½®»¬»ô ±® ¬¸±» °»½·º·½¿´´§ ±«¬´·²»¼ ·² ßÝ× íðëÎóçç ¿²¼ ßÝ× íðêÎóèè ¿®» º±´´±©»¼ô ·º ¿²¼ ©¸»² ²»½»¿®§ò ×² ¿½½±®¼¿²½» ©·¬¸ ßÍÌÓ ÝçìñÝçìÓóðé Í»½¬·±² ìòêô Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®° ¸¿´´ ®»½»·ª» ¿´´ ½±°·» ±º ¬»¬·²¹ ®»°±®¬ô ¿²¼ ¬¸»§ ¸±«´¼ ¾» º±®©¿®¼»¼ ¬± ±«® Ï«¿´·¬§ Ý±²¬®±´ Ü»°¿®¬³»²¬ ø³·¨¼»·¹²à¿¹¹®»¹¿¬»ó«ò½±³÷ ¿ ±±² ¿ ¿ª¿·´¿¾´»ò Ú¿·´«®» ¬± º±®©¿®¼ ®»°±®¬ ·² ¿ ¬·³»´§ º¿¸·±² ½¿² ¼»´¿§ ®»°±²» ¬·³» ·² ¼»¿´·²¹ ©·¬¸ ½±²½®»¬» ½±²½»®² ¿ ©»´´ ¿ º«¬«®» °®±¶»½¬ «¾³·¬¬¿´ò Ì¸· ³·¨ ¼»·¹² «¾³·¬¬¿´ô °®·½» ¯«±¬»ô ±® ³¿¬»®·¿´ °»½·º·½ ·²º±®³¿¬·±² ø¿¹¹®»¹¿¬» °®±°»®¬·»ô ¹®¿¼·²¹ô ³¿¬»®·¿´ ½±³°±·¬·±²ô ±® ±¬¸»® ·²º±®³¿¬·±² ®»¹¿®¼·²¹ ³¿¬»®·¿´ ³¿²«º¿½¬«®»¼ ¾§ Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°÷ · °®±°®·»¬¿®§ ¿²¼ ½±²º·¼»²¬·¿´ ¿²¼ ²±¬ ¬± ¾» ¸¿®»¼ ±® ¬®¿²³·¬¬»¼ ·² ¿²§ º±®³ ¬± ¿²§ °»®±² ±® ±®¹¿²·¦¿¬·±² ¬¸¿¬ · ²±¬ »¨°®»´§ ¿«¬¸±®·¦»¼ ·² ©®·¬·²¹ ¾§ ¿ ¼»·¹²¿¬»¼ ±ºº·½·¿´ ±º Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°ò ß²§ «²¿«¬¸±®·¦»¼ °»®±² ±® »²¬·¬§ ·² °±»·±² ±º ¬¸· ·²º±®³¿¬·±² ©·´´ ¾» °®±»½«¬»¼ ¬± ¬¸» º«´´»¬ »¨¬»²¬ ±º ¬¸» ´¿©ò Ó¿¬»®·¿´ ½»®¬·º·½¿¬·±² º±® ½±²½®»¬» ½±²¬·¬«»²¬ ¿®» ®»°®»»²¬¿¬·ª» ±º ½«®®»²¬ ³¿¬»®·¿´ ±«®½»ò ×ºô ·² ¬¸» »ª»²¬ ±º ´·³·¬»¼ ³¿¬»®·¿´ ¿ª¿·´¿¾·´·¬§ô «¾¬·¬«¬·±² ±º ¿ ·³·´¿® °»®º±®³·²¹ ³¿¬»®·¿´ ³¿§ ¾» ®»¯«·®»¼ò Í«½¸ ³¿¬»®·¿´ ©·´´ ³»»¬ ¬¸» ¿°°®±°®·¿¬» ßÍÌÓ ®»¯«·®»³»²¬ ¿ ¬¿¬»¼ ·² ¬¸· °¿½µ¿¹»ò ×² ±®¼»® ¬± ³¿·²¬¿·² ¬¸» ®»¯«·®»¼ ³·¨ ª±´«³» ø§·»´¼÷ô ÔÓÝ ®»»®ª» ¬¸» ®·¹¸¬ ¬± ¿¼¶«¬ ¿¾±´«¬» ©»·¹¸¬ ±º ¿¹¹®»¹¿¬» ¬± ¿½½±³³±¼¿¬» °»½·º·½ ¹®¿ª·¬§ ½¸¿²¹»ò ÔÓÝ ³·¨ ¼»·¹² ®»¯«·®·²¹ ¿·®ó»²¬®¿·²³»²¬ ¿®» °®±¼«½»¼ ·² ¿½½±®¼¿²½» ©·¸¬ ßÍÌÓ Ý çì Í»½¬·±² èòîô ©¸·½¸ ¿´´±© º±® ¿ ¬±´»®¿²½» ±º ïòëû ¿¾±ª» ¿²¼ ¾»´±© ¬¸» ¬¿®¹»¬ô ¿²¼ · ¬¿¬»¼ ¿ º±´´±©æ ASTM C94/C94M - 13a 8.2 The air content of air-entrained concrete when sampled from the transportation unit at the point of discharge shall be within a tolerance of +/- 1.5 of the specified value. 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 1 ÍÓ Ð´»¿» »²¼ ¿´´ ¾®»¿µ ®»°±®¬ ¬±æ ³·¨¼»·¹²à¿¹¹®»¹¿¬»ó«ò½±³ Ì»½¸²·½¿´ Í»®ª·½» Ü»°¿®¬³»²¬ Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°ò ïëçðð Ü±±´»§ Î±¿¼ ß¼¼·±²ô Ì»¨¿ éëððï Ñºº·½»æ çéîóîîïóëìëì 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 2 ÍÓ Lattimore Materials Corp. ïëçðð ÜÑÑÔÛÇ ÎÑßÜ ßÜÜ×ÍÑÒ ÌÈ éëððï øçéî÷ îîïóìêìê ø³¿·²÷ øçéî÷ îîïóçêìé øº¿¨÷ Concrete Mix Design Date:ðêñïèñîðïè Client:ÓÝÓßØÑÒ ÝÑÒÌÎßÝÌ×ÒÙ ×ÒÝ Project:ÐÛÌÌÛÎÍÑÒ ßÜÜ×Ì×ÑÒÍ ó ÝÑÐÐÛÔÔ 1.0 Cubic Yard by Weight - SSD Mix Number:1261. Strength @ 28 Days: íððð°· Usage:Í×ÜÛÉßÔÕÍ Materials:SSD Weights Cement ßÍÌÓ ÝóïëðÌ§°» ×ñ××ô ×Ô ìéð´¾ Coarse Aggregate ßÍÌÓ Ýóííïþóýì Ý®«¸»¼ Í¬±²» ïêêê´¾ Fine Aggregate ßÍÌÓ ÝóííÝ±²½®»¬» Í¿²¼ ïìèî´¾ Water ßÍÌÓ ÝóçìÉ¿¬»® îëð´¾ Admixture ßÍÌÓ Ýóîêðß·®óÛ²¬®¿·²·²¹ ß¼³·¨ß Î»¯«·®»¼ Admixture ßÍÌÓ ÝóìçìÌ§°» ßñÜ ÉÎîòð ¬± êòð ±¦ñ½©¬ ÝÓ Admixture ßÍÌÓ ÝóìçìÌ§°» ÞñÜ ÎÛÌß Î»¯«·®»¼ Total Weight: íèéð´¾ Unit Weight: ïìíòîë°½º w/cm Ratio: ðòëí Fly Ash Replacement:ðòð û Slump:íòðð ó ëòðð ·²½¸» Air Content:íòð ó êòð û Ý±³³»²¬æ Ì¸» ½»³»²¬·¬·±« ½±²¬»²¬ ±º ¬¸» ³·¨ ¼»·¹² · ¬¿¬»¼ ¿ ¿ ³·²·³«³ ¿²¼ Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°ò ®»»®ª» ¬¸» ®·¹¸¬ ¬± ·²½®»¿» ½»³»²¬·¬·±« ½±²¬»²¬ ·º ²»»¼»¼ò Ý¸»³·½¿´ ¿¼³·¨¬«®» ¿®» ¿¼¼»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» ³¿²«º¿½¬«®»®ù ®»½±³³»²¼¿¬·±²ò Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°ò ®»»®ª» ¬¸» ®·¹¸¬ ¬± ¿¼¶«¬ ¼±¿¹» ±® ½¸¿²¹» ¿¼³·¨¬«®» ©¸»² ®»¯«·®»¼ò 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 3 ÍÓ êñïèñîðïè Date: Units :US Mix Name:1261.Statistical Compressive Strength History PSIStrength and Strength Fit vs MaturityPSI# of Occ.Histogram for 28 Day Strength%/PSI Maturity DaysPSI 95% of tests lie above cross-hatched area STRENGTH SUMMARY, Compression 4" x 8" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Day Dev Req'd ------------------------------------------------------------------------------ 30 4.77 4.87 2530 3400 4330 460 3620 DETAILED STRENGTH, Compression 4" x 8" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 62490981 7/22/2014 3.50 4.60 4230 4910 62490977 7/22/2014 3.00 4.90 4300 4810 62492358 8/5/2014 4.50 4.00 3590 4860 4860 62492744 8/8/2014 6.00 5.20 3210 4650 4770 . 624933 8/18/2014 7.00 6.80 2860 3830 4450 62493672 8/21/2014 5.00 6.00 3450 4550 4340 62493675 8/21/2014 10.00 7.50 2680 3230 3870 62493721 8/21/2014 5.00 5.80 3320 4460 4080 62493897 8/22/2014 5.00 5.30 3200 4320 4010 62976568 1/20/2015 4.50 3.90 3310 4710 4500 64014352 1/27/2015 5.75 5.80 3610 4550 4520 64014345 1/27/2015 5.50 5.50 3930 4320 4530 64014626 2/3/2015 5.00 4.70 3600 4870 4580 63172063 4/2/2015 5.00 4.50 2870 3750 4310 63172088 4/2/2015 3.25 3.50 3170 4530 4380 63172105 4/2/2015 3.75 3.80 2910 4220 4160 63172880 4/11/2015 3.75 4.80 2530 3210 4060 4270 63172870 4/11/2015 3.50 3.90 3450 4480 4250 62513918 7/20/2015 4.50 2.90 3640 4690 4410 62515154 8/6/2015 5.00 4.30 3700 3970 4380 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 4 ÍÓ DETAILED STRENGTH, Compression 4" x 8" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 62515180 8/6/2015 4.25 4.00 3070 4370 4340 62515137 8/6/2015 4.75 4.20 3050 3670 4000 62515474 8/10/2015 3.25 6.00 3530 4310 4120 62516566 8/25/2015 4.25 5.80 2500 3160 3710 62517853 9/11/2015 4.50 4.70 3380 4020 3830 64391286 9/17/2015 5.00 4.50 3300 4110 3760 64022377 9/17/2015 5.00 4.60 3840 4690 4270 62518436 9/18/2015 5.00 5.30 3450 4450 4410 64392048 9/30/2015 3.50 5.20 4020 4660 4600 62521655 11/6/2015 5.00 4.20 3660 4710 4610 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 5 ÍÓ Lattimore Materials Corp. ïëçðð ÜÑÑÔÛÇ ÎÑßÜ ßÜÜ×ÍÑÒ ÌÈ éëððï øçéî÷ îîïóìêìê ø³¿·²÷ øçéî÷ îîïóçêìé øº¿¨÷ Concrete Mix Design Date:ðêñïèñîðïè Client:ÓÝÓßØÑÒ ÝÑÒÌÎßÝÌ×ÒÙ ×ÒÝ Project:ÐÛÌÌÛÎÍÑÒ ßÜÜ×Ì×ÑÒÍ ó ÝÑÐÐÛÔÔ 1.0 Cubic Yard by Weight - SSD Mix Number:1701. Strength @ 28 Days: íêðð°· Usage:ÓßÝØ×ÒÛ ÐßÊ×ÒÙ Materials:SSD Weights Cement ßÍÌÓ ÝóïëðÌ§°» ×ñ××ô ×Ô ëêì´¾ Coarse Aggregate ßÍÌÓ Ýóííïþóýì Ý®«¸»¼ Í¬±²» ïêêê´¾ Fine Aggregate ßÍÌÓ ÝóííÝ±²½®»¬» Í¿²¼ ïíèè´¾ Water ßÍÌÓ ÝóçìÉ¿¬»® îëê´¾ Admixture ßÍÌÓ Ýóîêðß·®óÛ²¬®¿·²·²¹ ß¼³·¨ß Î»¯«·®»¼ Admixture ßÍÌÓ ÝóìçìÌ§°» ßñÜ ÉÎîòð ¬± êòð ±¦ñ½©¬ ÝÓ Admixture ßÍÌÓ ÝóìçìÌ§°» ÞñÜ ÎÛÌß Î»¯«·®»¼ Total Weight: íèéê´¾ Unit Weight: ïìíòìè°½º w/cm Ratio: ðòìë Fly Ash Replacement:ðòð û Slump:ïòðð ó íòðð ·²½¸» Air Content:íòð ó êòð û Ý±³³»²¬æ Ì¸» ½»³»²¬·¬·±« ½±²¬»²¬ ±º ¬¸» ³·¨ ¼»·¹² · ¬¿¬»¼ ¿ ¿ ³·²·³«³ ¿²¼ Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°ò ®»»®ª» ¬¸» ®·¹¸¬ ¬± ·²½®»¿» ½»³»²¬·¬·±« ½±²¬»²¬ ·º ²»»¼»¼ò Ý¸»³·½¿´ ¿¼³·¨¬«®» ¿®» ¿¼¼»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» ³¿²«º¿½¬«®»®ù ®»½±³³»²¼¿¬·±²ò Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°ò ®»»®ª» ¬¸» ®·¹¸¬ ¬± ¿¼¶«¬ ¼±¿¹» ±® ½¸¿²¹» ¿¼³·¨¬«®» ©¸»² ®»¯«·®»¼ò 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 6 ÍÓ Lattimore Materials Corp. ïëçðð ÜÑÑÔÛÇ ÎÑßÜ ßÜÜ×ÍÑÒ ÌÈ éëððï øçéî÷ îîïóìêìê ø³¿·²÷ øçéî÷ îîïóçêìé øº¿¨÷ Concrete Mix Design Date:ðêñïèñîðïè Client:ÓÝÓßØÑÒ ÝÑÒÌÎßÝÌ×ÒÙ ×ÒÝ Project:ÐÛÌÌÛÎÍÑÒ ßÜÜ×Ì×ÑÒÍ ó ÝÑÐÐÛÔÔ 1.0 Cubic Yard by Weight - SSD Mix Number:1701. Strength @ 28 Days: íêðð°· Usage:ØßÒÜ ÐßÊ×ÒÙ Materials:SSD Weights Cement ßÍÌÓ ÝóïëðÌ§°» ×ñ××ô ×Ô ëêì´¾ Coarse Aggregate ßÍÌÓ Ýóííïþóýì Ý®«¸»¼ Í¬±²» ïêêê´¾ Fine Aggregate ßÍÌÓ ÝóííÝ±²½®»¬» Í¿²¼ ïíèè´¾ Water ßÍÌÓ ÝóçìÉ¿¬»® îëê´¾ Admixture ßÍÌÓ Ýóîêðß·®óÛ²¬®¿·²·²¹ ß¼³·¨ß Î»¯«·®»¼ Admixture ßÍÌÓ ÝóìçìÌ§°» ßñÜ ÉÎîòð ¬± êòð ±¦ñ½©¬ ÝÓ Admixture ßÍÌÓ ÝóìçìÌ§°» ÞñÜ ÎÛÌß Î»¯«·®»¼ Total Weight: íèéê´¾ Unit Weight: ïìíòìè°½º w/cm Ratio: ðòìë Fly Ash Replacement:ðòð û Slump:íòðð ó ëòðð ·²½¸» Air Content:íòð ó êòð û Ý±³³»²¬æ Ì¸» ½»³»²¬·¬·±« ½±²¬»²¬ ±º ¬¸» ³·¨ ¼»·¹² · ¬¿¬»¼ ¿ ¿ ³·²·³«³ ¿²¼ Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°ò ®»»®ª» ¬¸» ®·¹¸¬ ¬± ·²½®»¿» ½»³»²¬·¬·±« ½±²¬»²¬ ·º ²»»¼»¼ò Ý¸»³·½¿´ ¿¼³·¨¬«®» ¿®» ¿¼¼»¼ ·² ¿½½±®¼¿²½» ©·¬¸ ¬¸» ³¿²«º¿½¬«®»®ù ®»½±³³»²¼¿¬·±²ò Ô¿¬¬·³±®» Ó¿¬»®·¿´ Ý±®°ò ®»»®ª» ¬¸» ®·¹¸¬ ¬± ¿¼¶«¬ ¼±¿¹» ±® ½¸¿²¹» ¿¼³·¨¬«®» ©¸»² ®»¯«·®»¼ò 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 9 ÍÓ êñïèñîðïè Date: Units :US Mix Name:1701.Statistical Compressive Strength History PSIStrength and Strength Fit vs MaturityPSI# of Occ.Histogram for 28 Day Strength%/PSI Maturity DaysPSI 95% of tests lie above cross-hatched area STRENGTH SUMMARY, Compression 4" x 8" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Day Dev Req'd ------------------------------------------------------------------------------ 30 3.67 3.51 3740 4900 6190 370 4100 DETAILED STRENGTH, Compression 4" x 8" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 63692401 8/19/2014 1.00 3.00 5110 5990 62499124 11/12/2014 4.00 3.30 4320 5980 71006609 12/3/2014 8.00 2.00 3720 5810 5930 62502067 1/14/2015 5.00 2.30 4590 6520 6100 63698897 1/14/2015 1.25 3.00 4980 6150 6160 63699957 1/30/2015 1.50 2.20 4960 6170 6280 63700189 2/4/2015 2.00 2.60 5610 6890 6400 63089104 2/10/2015 4.00 5450 6020 6360 63170099 2/12/2015 3.75 2.60 4230 6350 6420 63172188 4/3/2015 3.50 3.70 4960 6100 6160 63172530 4/8/2015 3.00 3.90 5070 6000 6150 63173005 4/15/2015 6.25 4.20 3880 5940 6010 62824469 4/30/2015 3.00 3.00 5160 6080 6000 63289642 5/28/2015 2.25 3.00 4950 5810 5940 63898398 8/3/2015 1.50 5390 6460 6110 62984749 8/7/2015 4.25 3.30 4810 5910 6060 62984844 8/10/2015 4.00 4.10 4720 6010 6120 62515708 8/12/2015 3.50 4.00 6390 7360 6420 62515849 8/14/2015 4.00 4.10 4680 5740 6370 63706208 8/14/2015 2.00 2.40 5180 6140 6410 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 10 ÍÓ DETAILED STRENGTH, Compression 4" x 8" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 62516132 8/19/2015 3.50 4.00 5120 5900 5920 62516223 8/20/2015 4.00 3.30 5990 6760 6270 62830712 10/20/2015 3.50 3.90 4930 5750 6140 74132383 12/4/2015 4.00 5.30 4110 5300 6270 6260 74132392 12/4/2015 4.50 5.20 3580 4460 6070 6030 63709381 12/16/2015 3.00 3.70 5390 6130 6150 64025861 1/14/2016 4.75 3.30 4410 6170 6120 64025895 1/15/2016 4.00 4.60 4360 6700 6330 63961529 3/17/2016 5.00 5.00 3520 3700 6000 6290 64050272 4/2/2018 4.00 5.30 5300 6710 6470 1992 - 2018 Digital Site Systems, Inc.Quadrel iService Page 11 ÍÓ Material Certification Report Brand:EnvirocoreFamily of Products Material:Blended CementTest Period:01-Apr-2018 to 30-Apr-2018 Date Issued:04-May-2018 Type:IL (10) Certification This cement meets the specifications of ASTM C595 for Type IL cement. General Information Supplier:Holcim (US) Inc. d/b/a LafargeHolcim USSource Location:Midlothian Plant Address:8700 West Bryn Mawr Ave1800 Dove Lane Chicago, IL 60631Midlothian, TX 76065 Contact:Contact:John Veiszlemlein / (972) 923-5800 The following is based on average test data during the test period. The data is typical of product shipped from this source; individual shipments may vary. Test Data on ASTM Standard Requirements ChemicalPhysical ItemLimit¹ResultItemLimit¹Result Test Data on ASTM Optional Requirements ChemicalPhysical ItemLimit¹ResultItemLimit¹Result Notes (*1-9) Printed: 5/4/2018 10:51:17 AM Version: 180412 3019 Roy Orr Boulevard Grand Prairie Texas 75050 (972)263-6907(972)264-0008 LETTER OF TRANSMITTAL Date: 06/27/201818-020 TO:Petterson Additions Contract No. Project: Petterson Additions Highway: County: ATTN:sonny@pmbinv WE ARE SENDING YOU:\[ \] Attached \[_\] Under separate cover via _______________the following items: \[ \] Contract \[_\] Shop Drawings\[_\] Blue Prints \[_\]Samples \[_\]Specifications \[_\] Copy of Letter\[ \] Change Order\[ X \] Other Submittals \[__\] Project Management Schedule THESE ARE TRANSMITTED AS CHECKED BELOW: \[_\] For approval for payment\[_\] Approved as submitted\[_\]Revise and resubmit ____copies for approval \[ \] For your use\[_\] Approved as noted\[_\]Submit _____copies for distribution \[ \] As requested\[_\] Returned for corrections\[_\]Return _____ corrected prints \[ X \] For review and comment\[_\] Return ______ copies\[_\]____________________________ \[_\] FOR BIDS DUE _____________________, 2005 \[_\] PRINTS RETURNED AFTER LOAN TO US REMARKS: COPIES TO:SENT BY:Jazmine Caudillo RECEIVED BY: DATE:6/27/2018