HomeMy WebLinkAbout74624_10163_041225-24-DM9103-046-CompressiveStr-AT24-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:04/12/2025
DESIGN, FIELD & LAB DATA
Location:
Air Temp (F):N/A
Mix at the site Truck No:Ticket No:Mix at the site
Capping Method:
No. of Specimens:3
Time Sampled:12:00 PM
Time Batched:
Forming Method:Load Qty:Slump (In):NR
North wall of the building
Weather:
Min Temp:
Specimen Age at Time of Transport to Lab:
Grout Temp:0
N A Supplier:
Curing History:Max Temp:
Sampled:Line 3 and 4 for the wall
Date Placed:
Admixtures:
Design Strength:
Design Slump (Inches):
N/A
Break Days:7,28,28
Mix No/Design:
Mix in side the site
Contractor:
Mix Type/Procedure:
04/12/2025 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
7 days 04/19/2025 36,989 4 4 4 4 4.00 8 8 8 8 8.00 16 2310 0
28 days 05/10/2025 0.00 0.00 0
28 days 05/10/2025 0.00 0.00 0
0.00 0.00
LAB RESULTS Set No:Lab ID:1719Date Received:04/13/2025 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:
Chris, Mommi Carter, Tyler George
Report Copied to:
Field Representative: Ali Tamimi
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 01:54 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)
046Report #:
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