HomeMy WebLinkAbout74622_10151_040725-24-DM9103-025-CompressiveStr-JV04/07/2025Report 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
Truck Emptied:
Time Poured:
Slump (in):
4x8Cyl. Size:
No. of Specimens:
10:00 AMTime Sampled:
Time Batched:
4
Water/Cement Ratio:Ticket No:8994715
Supplier:
10
60 5904
Martin marietta
Load (cu. yds.):
Air Temp (F):Truck No:
NR
Placement Location:
ASTM C143 NR
North end of vp
ASTM C231Air Content (%):NR Unit Weight (pcf):ASTM C138
Date Placed:
Air Content (%):5 Break Days:7,28,28,56
Slump (in):5 Strength:4500 psi @ 28 daysMix No/Design:
Mix Type/Procedure:
Admixtures:
DESIGN DATA
FIELD DATA
Sampling Point:Truck
Weather:Sunny
Bp addition on north sideGeneral Location:
04/07/2025Load #:
62Conc Temp (F)(ASTM C1064):
4500 psiPlaced Strength:
Results Spec: 4500 psi @ 28 days
CYL. I.D.Date
Tested
Test Age
(Hours /
Days)
Maximum
Load (lbs)
Cylinder
Length (in)
Test Specimen Size Test Strength
(psi)Tested by Type of
Break Dia 1
(in)
Dia 2
(in)
Area
(Sq. in)
0407-24-DM9103-C-A-A 04/14/2025 7 days 47,960 8.00 4 4 12.57 3820 HT
0407-24-DM9103-C-A-B 05/05/2025 28 days 0
0407-24-DM9103-C-A-C 05/05/2025 28 days 0
0407-24-DM9103-C-A-D 06/02/2025 56 days 0
0
LAB RESULTS 1Set No:166004/08/2025Date Received:Lab ID:
RESULTS COMPLY Cylinders picked up by Contractor Cylinders made by Contractor RESULTS DO NOT COMPLY
ASTM DATA Y N N/A
Sampled to ASTM C172 X
Molded to ASTM C31 X
Initially Cured to ASTM C31 X
LAB Cured & Tested to ASTM C-31, C-39, C-511 X
Note:Tested in accordance to ASTM C-31 or AASHTO T-23.(Air content, Min/Max temp at curing not performed unless noted above).NR - Not RequestedNo Air Performed
Chris, Mommi Carter, Tyler George
Report Copied to:
Field Representative: Javier Valle
Cert No:
Lab Representative: Hayder Toman
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.
GeoScience Engineers, LLC
CMT Admin
Date Signed: 04/23/2025 01:50 PM
Compressive Strength of Concrete Specimens (ASTM C39)
Report #:025
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