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Huntington-LR 930617MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229 Engineering and Ernironmer>tal Consultants (214) 247-7575 ~ FAX (214) 4845804 CONCRETE CYLINDER. TEST REPORT ~ Report Date 06/17/93 Sample Date 05/27/93 Standard 6" X 12" Area 28.27 Square inches T~ Centex Real Estate Project # 0393000705 >~oje~ Huntington Ridge -Paving -Coppell, Texas Contractor Mario Sinacola and Sons Location of Placement paving at Diamond Ridge, station 9+75 MATERIALS s ~ ~ a W 551 ~~~; OTHER DATA ~ n ~ Mix No.: r: Ori site lie ConQe[e supp Cement: „ ~ Ticket No.: ai/ a Truck No.: Il/a Fly Ash: Time Batched: COnta_nous Sampled: 5:50 pm Coarse Aggregate: Temperature (°F) Ambient: 84oF' Concrete: SSoF Fine Aggregate: Weather Conditions: Partly Cloudy Water Added: O gall011S Batched: Entrained Air Content (46): 4.O% Admixtures: (ASTM C-231) Specimen Number ~e Date Tested Slump In. Total Load Lbs. Compressive Stren th P S I Type of Fracture Strength Requued P.S.I/days (Days) g . . . HRP 105 7 06/03/93 2 95000 3360 ~ 3000/28 106 7 06/03/93 94700 3350 a 107 28 Ob/24/93 108 28 06/24/93 Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By Slump ASTM C-143 ASTM C-39 J, Rivera I. Lopez Remarks and/or Distribution /bk Centex Real Estate Corporation -Derek Earle, P. E. City of Coppell -Larry Davis City of Coppell - Garreth D. Campbell, Sr_____~ This reportis for the sole use of the diem addressed. The use of our company name must receive our prior written mnsent. This reportapplies only to the sample tested, and does not necessarily representidentical or similar samples. H p105 (100363) tiexxoa ~tcatt~ts. u~rC ® MAXIM ENGINEERS, INC. 2642 Fabens • P.O. Box 59902 ~ Dallas, TX 75229 ~ Engineering and Environmental Consultants (214) 247-7575 ~ FAX (214) 484-5804 CONCRETE CYLINDER TEST REPORT Report Date 06/17/93 Sample Date 05/28/93 Standard 6" X 12" Area 28.27 Square inches TO Centex Real Estate Project # 0393000705 Project Huntington Ridge -Paving -Coppell, Texas Contractor Mario Sinacola and Sons Location of Placement Paving at Diamond Ridge, station 3+50 MATERIALS ~~ ~ d W~ ~ ~ ~ OTHER DATA - D n ~ Mix No.: lie r: On $lte Conae[e Supp Cement: „ ~ Ticket No.: ii/ a Truck No. : Il/a Ely Ash: Time Batched: CoritinollS Sampled: 9:45 am Coarse Aggregate: Temperature (°F) Ambient: 75°F Concrete: 80°F Fine Aggregate: Weather Conditions: ClOUdy Water Added: 0 gallons Batched: Entrained Air Content (96): 4.0% Admixtures: (ASTM C-231) Specimen Number ASe Date Tested Slump In. Total Load Lbs. Compressive Type of Strength Required (pays) Strength P.S.1. Fracture P.S.I/days HRP 117 7 06/04/93 2 116700 4127 a 3000/28 118 7 06/04/93 114000 4032 119 28 06/25/93 120 28 06/25/93 Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By Slump ASTM C-143 AsTM C-39 B. Shepard I. Lopez Remarks and/or Distribution Unit Weight: 151.8 lbs/cf /bk Centex Real Estate Corporation -Derek Earle, P. E. City of Coppell -Larry Davis City of Coppell - Garreth D. Campbell, Sr. This report is for the sole use of the client addressed. The use of our mmpany name must receive our prior written consent. This report applies only to the sampple tested and does not necessarily representidentical or similar samples. HRP117 (1Od362) YAXO/ H~(~iFF1tS. ING K/ /~~ ® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75226 ~ Ertgirteerirtg and Environmental Consultants (214) 247-7575 • FAX (214] 484-5804 CONCRETE CYLINDER TEST REPORT Report Date 06/17/93 Sample Date 06/01/93 Standard 6" X 12" Area 28.27 Square inches T° Centex Real Estate Project # 0393000705 Project Huntington Ridge -Paving -Coppell, Texas Contractor Mario Sinacola and Sons Location of Placement Black Oak Drive, station 2+00 ~ ~ A •~•n 7 /~ T L+ i\1L1LJ lYlL11 r Source/ Design SSD Batch OTI-IER DATA a DesQiption Wts. (Lbs./Cu.Yd.) Mix No.: lie r: On Slte Concrete Supp Cement „ ~ Ticket No.: iy a Truck No. : I~a Fly Ash: Time Batched: COntlnoUS Sampled: 7:40 am Coarse Aggregate: Temperature (°F) Ambient: 75°F Concrete: 80°F Fine Aggregate: Weather Conditions: Sluuly Wa[er Added: n/a gallons Batched: Entrained Air Content (46): 3.0% Admixtures: (ASTM C-231) Spedmen Nttmber ~e Date Tested Slump In. Total Load Lbs. Compressive Type of Strength Required (pays) Strength P.S.I. Fracture P.S.I/days HRP 121 7 06/08/93 3 100000 3537 ~ 3000/28 122 7 06/08/93 98600 3487 123 28 06/29/93 124 28 06/29/93 Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By Slump ASTM C-143 ASTM C-39 B. Shepard I. Lopez Remarks and/or Distribution Unit Weight: 145.8 lbs/cf /bk Centex Real Estate Corporation -Derek Earle, P. E. City of Coppell -Larry Davis City of Coppell - Garreth D. Campbell, Sr. This report is for the sole use of the then[ addressed. The use of our company name must receive our prior written consent. This reportapplies only to the sampple tested, and does not necessarily represent identical or similar samples. HRP121 (100361) HI1XXLi[[ PIiC~IF1~ItS. LtiG ® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229 ~ Engirteerinp and Ertv(ronmerltel Consultants (214) 247-7575 • FAX (214) 484-5804 CONCRETE CYLINDER TEST REPORT Report Date 06/17/93 Sample Date 06/01/93 Standard 6" X 12" Area 28.27 Square inches TO Centex Real Estate Project # 0393000705 Project Huntington Ridge -Paving -Coppell, Texas Contractor Mario Slnacola and Sons Location of Placement R1dAewood Circle, station 4+00 MATERIALS im ~ W s'~~~ ~~; OTHER DATA n D ~ Mix No.: r: Crn Slte ConQete Supplie Cemen[: / Ticket No.: .y a Trudc No. : Tl/a Fly Ash: Time Batched: Continous Sampled: 9:55 am Coarse Aggregate: Temperature (°F) Ambient: 7 / F Concrete: 80°F Fine Aggregate: Weather Conditions: Sunny Water Added: n/a gallons Batched: Entrained Air Content (9b): 4.5% Admixtures: (ASTM C-231) Speamen Number Age Date Tested Slump In. Total Load Lbs. Compressive Type of Strength Required (Days) Strength P.S.I. Fracture P.S.I./days HRP 129 7 06/08/93 2 1/2 99700 3526 ~ 3000/28 130 7 06/08/93 95100 3363 131 28 06/29/93 132 28 06/29/93 Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By Slump ASTM C-143 AsTM C-39 B. Shepard I. Lopez Remarks and/or Distribution Unit Weight: 145.4 lbs/cf /bk Centex Real Estate Corporation -Derek Earle, P. E. City of Coppell -Larry Davis City of Coppell - Garreth D. Campbell, Sr. This report is for the sole use of the dient addressed. The use of our company name must receive our prior written mnsent. This report applies only to the sampple tested and does not necessarily representidentical or similar samples. HRP129 (1Od360) IIIU(O[ FNC~IFi7tS, RiG ® MAXIM ENGINEERS, INC. 2342 Febens • P.O. Box 59902 ~ Ddlas, TX 75229 ~ Engirte~ring end Ernrironmerttal Consultants (214) 247-7575 ~ FAX (214) 484-5804 CONCRETE CYLINDER TEST REPORT Report Date 06/17/93 Sample Date 06/01/93 Standard ti" X 12" Area 28.27 Square inches T° Centex Real Estate Project # 0393000705 ~°je~ Huntington Ridge -Paving -Coppell, Texas c°ni<e°t°r Mario Sinacola and Sons Location of Placement Ridgewood Circle, station 5 + 00 RIAI S MATE em ~ d W' ( OTI~R DATA . . n De Lbs/Cu.Y Mbr No.: Concrete Supplier: On Slte Cement: Ticket No.: n/a Truck No. : n/a Fly Ash: Time Batched: ContinollS Sampled: 9:10 am Coarse Aggregate: Temperature (°F) Ambient: 75°F Concrete: 78°F Fine Aggregate: Weather Conditions: sunny Water Added: n/a gallons Batched: Entrained Air Content (45): 4.4% Admixtures: (ASTM C-231) Specimen Number Abe Date Tested Slump In. Total Loed Lbs. Compressive Stren I th P S Type of Fracture Strength Requved /days P S I (Days) g . . . . . . HRP 125 7 06/08/93 2 102800 3636 ~ 3000/28 126 7 06/08/93 101700 3597 127 28 06/29/93 128 28 06/29/93 Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By Slump ASTM C-143 ASTM C-39 $, Shepard I. Lopez Remarks and/or Distribution Unit Weight: 145.6 lbs/cf /bk Centex Real Estate Corporation -Derek Earle, P. E. City of Coppell -Larry Davis City of Coppell - Garreth D. Campbell, Sr. This reportis for the sole use of the client addressed. The use of our mmpany name must receive our prior written mnsent. This reportapplies only to the sampple tested and does not necessarily representidentical or similar samples. HRP125 (1Od359)