HomeMy WebLinkAbout74624_10168_041525-24-DM9103-050-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:04/15/2025
DESIGN, FIELD & LAB DATA
Location:
Air Temp (F):70
On siteTruck No:Ticket No:On site
Capping Method:
No. of Specimens:4 / 4x4
Time Sampled:10:00 AM
Time Batched:
Sunny
Forming Method:Load Qty:Slump (In):NR
NE last corner of bld walls
17 cores wide and 16 cores height 8 ft height
Weather:
Min Temp:
Specimen Age at Time of Transport to Lab:
Grout Temp:0
On siteSupplier:
Curing History:Max Temp:
Sampled:NE last corner of bld walls
17 cores wide and 16 cores height 8 ft height
Date Placed:
Admixtures:
Design Strength:
Design Slump (Inches):
3000 psi @ 28 days
Break Days:7,28,28,H
Mix No/Design:
N/A
Contractor:
Mix Type/Procedure:
04/15/2025 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
0415-24-DM9103-G-A-A 7 days 04/22/2025 31,850 4 4 4 4 4.00 8 8 8 8 8.00 16 1990 HT
0415-24-DM9103-G-A-B 28 days 05/13/2025 0.00 0.00
0415-24-DM9103-G-A-C 28 days 05/13/2025 0.00 0.00
0415-24-DM9103-G-A-D H 0.00 0.00
LAB RESULTS Set No:Lab ID:1743Date Received:04/16/2025 1743
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:
Compressive Strength - Grout Specimens (ASTM C39)
050Report #:
Page 1 of 4
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:04/15/2025
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 01:57 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 - Grout Specimens (ASTM C39)
050Report #:
Page 2 of 4
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:04/15/2025
Field Report [s]
Compressive Strength - Grout Specimens (ASTM C39)
050Report #:
Page 3 of 4
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:04/15/2025
Compressive Strength - Grout Specimens (ASTM C39)
050Report #:
Page 4 of 4
GeoScience Engineers, LLC, 2712 Satsuma Drive, Suite 400 | Dallas | TX 75229 | Phone: 972-488-3500 | Email: info@geoscienceinc.com
www.geoscienceinc.com