HomeMy WebLinkAbout74621_10150_040725-24-DM9103-027-CompressiveStr-JV24-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:04/07/2025
DESIGN, FIELD & LAB DATA
Location:
Air Temp (F):60
On site mix Truck No:Ticket No:Non
Capping Method:
No. of Specimens:3
Time Sampled:12:00 PM
Time Batched:
Sunny cool
Forming Method:Load Qty:Slump (In):5
Wall fill at about 6' high on south end of west wall
Weather:
Min Temp:
Specimen Age at Time of Transport to Lab:
Grout Temp:60
On site Supplier:
Curing History:Max Temp:
Sampled:Wall fill at about 6' high on south end of west wall
Date Placed:
Admixtures:
Design Strength:
Design Slump (Inches):
3000 psi @ 28 days
Break Days:7,28,H
Mix No/Design:
5
Contractor:
Mix Type/Procedure:
04/07/2025 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
0407-24-DM9103-G-A-A 7 days 04/14/2025 35,460 4 4 4 4 4.00 7.5 7.5 7.5 7.5 7.50 16 2220 HT
0407-24-DM9103-G-A-B 28 days 05/05/2025 0.00 0.00
0407-24-DM9103-G-A-C H 0.00 0.00
0.00 0.00
LAB RESULTS Set No:Lab ID:1662Date Received:04/08/2025 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: Javier Valle
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)
027Report #:
Page 1 of 2
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
www.geoscienceinc.com
24-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:04/07/2025
Field Report [s]
Compressive Strength - Grout Specimens (ASTM C39)
027Report #:
Page 2 of 2
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
www.geoscienceinc.com