Loading...
ST0502A- LR150121-INICAL ENGINEERING IVIRONMENTAL CONSULTING 10046 Monroe Drive • Dallas, Texas 75229 I" (tants, Inc. (214) 352-5433 • Fax (214) 352-6972 REPORT OF CONCRETE MIX, OBSERVATION Report Date: January 21, 2015 Date Concrete Placed: Jul 21 1014 Standard 6"-12" r' 1; A Client: City of Coppell y n ers Project: Freeport Pkwy from Ruby Rd. to Sandy Cylinder Lake Rd. Cross-sectional Area: 28.27 Square Inches Contractor: CD Builders Inc. 7 Concrete Report No.: 13 Concrete Supplier and Plant: Argos #110 Project No.: 214-0144 Location of Placement: Piers2-C 8/20/14 135,700+ 4,800-+ FPP 51 MATERIALS Source / SSD Batch Wts. Description (Lbs/CuYd) OBSERVATION DATA 4,810+- Mix Number: 1083 Time Sample Batched: 3:30PM Cement: Time Sampled 4.30PM Fly Ash: Fracture Regular Sample Location: Piers2-C Coarse Aggregate: Cylinders Made By: CP Truck / Ticket No: 2013/ 1457572 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 96 OF Admixtures: Concrete Range: 99 OF I Slump Range (inches): 3.0 2 Weather Conditions: Cloudy Tim e Started: 7:00 AM Added Water: Time Completed: 6:00 PM Sample Air Content 4 Total Cubic Yards Placed: 10 Specimen Number Measured Slump in. Age (Days) Date T ested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks FPP 49 7 7/30/14 128,140 4,390 FPP 50 10 28 8/20/14 135,700+ 4,800-+ FPP 51 28 8/20/14 136000+ 4,810+- FPP 52 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-391 C-143 (Unless Noted Otherwise) I Cylinders Made By: CP lKernarks and/or Distribution:- None cc: Rick Odell <ROdellnqcoppeIltK.gov> Mr. Michael Garza - City of Coppell, Phone: 972-304-3679-, via E-mail: MGarza(Ki),coppelltx.gov Mr. Mitch I lolmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mhoImes@tnpinc.com Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyandogcdbuilderspr.corn GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: All letteis and reports are for the excursive uske nse of the client to whom they we addressed and shall not be reproduced without the full approval of GEE Consultants,Jnc, file use of our name mustleceive our prior written approval. Out letters and Icilons apply only to the sample tested and/ot observed and are not necessarily indicative of the quantities of apparently identical or similar products.