HomeMy WebLinkAbout74624_10164_041425-24-DM9103-048-CompressiveStr-HK04/14/2025Report Date:Client:
Project:
Location:
Proposed Stuarts Paint and Body Shop" 2051 State Hwy 121, Grapevine,
TX 76051
2051 State Hwy 121, Grapevine, Texas 76051
Z Constructors
Project #:24-DM9103
General Location:I didn't do grapevine due to I was busy with hooper density
Sampled:I didn't do grapevine due to I was busy with hooper density
Ambient Temp (F):
04/14/2025Date Placed:No. of Specimens:3
Cubes Size:
Time Sampled:8:00 AM
Time Mixed:
Manufacturer:00000
Contractor:
Test Mold Material:
Mix/Water Ratio:00000Lot Number:
FIELD DATA
Test Method:
Mortar Temp (F):
Break Days:7,28,28000Mix No/Design:
Mix Type/Procedure:Admixtures:
Strength:1800 psi @ 28 days
DESIGN DATA
ID Number
Test Age
(Hours /
Days)
Date Tested Maximum
Load (lbs)
Test Cube Size Test Strength
(psi)Tested byAvg. Length Avg. Width Area(sq.in)
0414-24-DM9103-M-A-A 7 days 04/21/2025 6530 2 2 4 1630
0414-24-DM9103-M-A-A 28 days 05/12/2025 0
0414-24-DM9103-M-A-A 28 days 05/12/2025 0
0
Results Spec: 1800 psi @ days
X
Cubes picked up by Contractor
Cubes made by Contractor RESULTS COMPLY
X Cubes picked up On-site RESULTS DO NOT COMPLY
Cubes made On-site
LAB RESULTS, ASTM C-780 Lab ID:1728 ASet No:04/15/2025Date Received:
Report Copied to:
Chris, Mommi Carter, Tyler George
Field Representative: Hyder Khan
Cert No:
Lab Representative: Hayder Toman
GeoScience Engineers, LLC
CMT Admin
Date Signed: 04/23/2025 01:57 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 - Mortar
048Report #:
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