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Coppell Trade 3-LR140220
REEL] I Er-1G I r1EERIr -1G GEOTECHNICAL AND G R M U P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Coppell Trade Center III Sandy Lake Road and Freeport Parkway Coppell, Texas REPORTED TO: Holt Lunsford Commercial 5055 Keller Springs Road, Suite 300 Coppell, Texas ATTN: Mr. Ken Neman CONTRACTOR: Mycon General Contractors Location of Sample REPORT NO. 31 REG PROJECT NO. 19397 SAMPLE DATE: 02 -20 -14 TECHNICIAN: G. Jones PAGE: 1 of 3 Set Number Location Quantity Represented (c. y.) 1 Slab: H.1 -1.7 45/648 2 Slab: H.2 -3.9 126/648 3 Slab: H.1 -5.3 252/648 4 Slab: H.2 -7.8 378/648 5 Slab: H.2 -9.2 450/648 6 Slab: H.2 -11.1 558/648 7 Slab: H.1 -12.5 639/648 Design Information Source of Concrete Mix Identification Specified Strength (psi) Lattimore 1662 4000 Tncf Rcciiltc vSet vvCylinder No. ID Date Tested Age @ Test Total Load lbs. Compressive Stren th si Average Strength (psi) 1 2269 02 -27 -14 7 58800 4680 2269 03 -20 -14 28 2269 03 -20 -14 28 2269 03 -20 -14 28 2269 Hold H 2 2270 02 -27 -14 7 52090 4140 2270 03 -20 -14 28 2270 03 -20 -14 28 2270 03 -20 -14 28 2270 Hold H 3 2271 02 -27 -14 7 45900 3650 2271 03 -20 -14 28 2271 03 -20 -14 28 2271 03 -20 -14 28 2271 Hold H 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [2141 350 5600 • FAX [2 141 350 0019 REPORT NO. 31 REG PROJECT NO. 19397 SAMPLE DATE: 02 -20 -14 PAGE: 2 of 3 Tnc4 Pacidta . vSet vvCylinder No. ID Date Tested Age @ Test Total Load lbs. Compressive Strength (psi) Average Strength (psi) 4 2272 02 -27 -14 7 57790 4600 Concrete 2272 03 -20 -14 28 Set Cylinder Slump 2272 03 -20 -14 28 Entrainment Weight Ticket 2272 03 -20 -14 28 Sample °F °F 2272 Hold H 1 2269 5 2273 02 -27 -14 7 48290 3840 7645 2273 03 -20 -14 28 4:00 AM 67 68 2273 03 -20 -14 28 3 2271 5.5 2273 03 -20 -14 28 3.1 148.8 7662 2273 Hold H 6:30 AM 64 6 2274 02 -27 -14 7 49540 3940 5.0 2274 03 -20 -14 28 2.0 148.1 8010 2274 03 -20 -14 28 8:45 AM 69 73 2274 03 -20 -14 28 7 2275 5.0 2274 Hold H 2.3 148.8 7 2275 02 -27 -14 7 58960 4690 2275 03 -20 -14 28 2275 03 -20 -14 28 2275 03 -20 -14 28 2275 Hold H C linder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID inches Sample °F °F % Ibs/ft') Number 1 2269 3.0 3:00 AM 67 76 2.1 147.9 7645 2 2270 6.5 4:00 AM 67 68 3.1 148.3 7991 3 2271 5.5 5:25 AM 66 71 3.1 148.8 7662 4 2272 4.5 6:30 AM 64 70 2.8 147.7 7674 5 2273 5.0 7:15 AM 70 66 2.0 148.1 8010 6 2274 4.5 8:45 AM 69 73 2.2 148.5 8018 7 2275 5.0 9:45 AM 71 70 2.3 148.8 8024 Note: (1) Concrete was sampled in accordance with ASTM C -31 (2) Concrete cylinders were tested in accordance with ASTM C -39 REPORT NO. 31 REG PROJECT NO. 19397 SAMPLE DATE: 02 -20 -14 PAGE: 3 of 3 E -Mail Distribution: (1) Holt Lunsford Commercial/ Mr. Ken Newman (1) Mycon General Contractors/ Mr. Ryan Stoll (1) Mycon General Contractors/ Mr. Al Arjona (1) Mycon General Contractors/ Ms. Carla Wolfe (1) AGE Associates /Mr. Cody Bain (1) Macatee Engineering/ Mr. Dayton Macatee (1) Lattimore Materials/ Mr. Stephen Coiro Mail Distribution: (1) City of Coppell /Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F -3114 Original Signed By Bill Woolwine Sr. Manager, CMT BW /cn