HomeMy WebLinkAbout74613_10142_040325-24-DM9103-081-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:10:00 AM
Time Batched:9:00 AM
Forming Method:Load Qty:Slump (In):NR
SE center wall of body shop 20 ft height 30 Rows
Weather:
Min Temp:
Specimen Age at Time of Transport to Lab:
Grout Temp:0
ON-SITESupplier:
Curing History:Max Temp:
Sampled:On SE center wall of body shop
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-081 7 days 04/10/2025 29,550 4 4 4 4 4.00 8 8 8 8 8.00 16 1850 HT
0403-24-DM9103-G-A-B-081 28 days 05/01/2025 40,690 4 4 4 4 4.00 8 8 8 8 8.00 16 2540 HT
0403-24-DM9103-G-A-C-081 28 days 05/01/2025 41,740 4 4 4 4 4.00 8 8 8 8 8.00 16 2610 HT
0.00 0.00
LAB RESULTS Set No:Lab ID:1873Date Received:04/04/2025 A
Are Prisms made by Contractor?Are Prisms picked up by Contractor?RESULTS COMPLY X 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.
(Low Break)
Results Spec: 3000 psi @ 28 days 28 days Avg: 2580 (psi)
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: 05/06/2025 02:11 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)
081Report #:
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