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HomeMy WebLinkAbout74613_10141_040325-24-DM9103-071-CompressiveStr-HK24-DM9103Project #: Z Constructors 2051 State Hwy 121, Grapevine, Texas 76051 Proposed Stuarts Paint and Body Shop" 2051 State Hwy 121, Grapevine, TX 76051 Location: Project: Client:Report Date:04/03/2025 DESIGN, FIELD & LAB DATA Location: Air Temp (F):N/A ON-siteTruck No:Ticket No:On-site Capping Method: No. of Specimens:3 / 4x8 Time Sampled:2:37 PM Time Batched: Forming Method:Load Qty:Slump (In):NR SE center wall of body shop area Weather: Min Temp: Specimen Age at Time of Transport to Lab: Grout Temp:0 On-siteSupplier: Curing History:Max Temp: Sampled:SE center wall of body shop area Date Placed: Admixtures: Design Strength: Design Slump (Inches): 3000 psi @ 28 days Break Days:7,28,28 Mix No/Design: N/A Contractor: Mix Type/Procedure: 04/03/2025 Load #: Prism ID Test Age (Hours / Days) Date of Test Total Load (lbs) Prism Dimensions Width (in)Avg. Width (in) Prism Dimensions Height (in)Avg. Height (in) Avg. Cross Section Area Test Strength (psi) 8|<1/8"?4P<1/8"?Tested by Type of BreakW1W2W3W4H1H2H3H4 0403-24-DM9103-G-A-A-071 7 days 04/10/2025 29,550 4 4 4 4 4.00 4 4 4 4 4.00 16 1850 HT 0403-24-DM9103-G-A-B-071 28 days 05/01/2025 0.00 0.00 0403-24-DM9103-G-A-C-071 28 days 05/01/2025 0.00 0.00 0.00 0.00 LAB RESULTS Set No:Lab ID:1819Date Received:04/04/2025 A Are Prisms made by Contractor?Are Prisms picked up by Contractor?RESULTS COMPLY RESULTS DO NOT COMPLY Note: Test Methods ASTM C1019 (excluding 5.2, 11.4, 11.5), C39, C511, C143, C617, C1064. Deviations from Test Method: Specimens were cast in corrugated cardboard prism mold (Grout Sample Box) without comparative test results with molds described in 5.1. Min/Max temperature at curing not performed unless noted above. Results Spec: 3000 psi @ 28 days Chris, Mommi Carter, Tyler George Report Copied to: Field Representative: Hyder Khan Cert No: Lab Representative: Hayder Toman 8|<1/8"? - 8 perpendicularity measurements less than 1/8"? 4P<1/8"? - 4 out of plane measurements less than 1/8"? GeoScience Engineers, LLC CMT Admin Date Signed: 04/23/2025 01:50 PM Notes: The results above apply only to the specific samples noted using the aforementioned test method(s) and do not represent any other sample. Reports may not be reproduced except in full without permission. Compressive Strength - Grout Specimens (ASTM C39) 071Report #: Page 1 of 1 GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com www.geoscienceinc.com