231736_010224_CYL_28B (2)3348 Route 208 • Campbell Hall, NY 10916
Phone (845) 496-1600 • Fax (845) 496-1398
NYC Lic No 43
1813 State Route 7 • Harpursville, NY 13787
Phone (607) 235-2006 • Fax (607) 235-2007
For all NYC projects,
this report should be
considered a DRAFT,
unless it bears the seal
and signature of the
laboratory director.877 US-4 • Schuylerville, NY 12871
Phone (518) 372-4067 • Fax (518) 507-6113
1471 ST RT 9, Lake George NY Date
1471 ST RT 9 LLC
1/30/2024
231736 Client
Project
Project Code
REPORT OF COMPRESSIVE STRENGTH TEST
FIELD DATA
Foundation Walls:North and west foundation walls:North wall & 1st 15’ of west wall from the north
heading south
Placement Location:
Date Received in Lab:
Water:
Date Placed:
Cyls Made Per:
Time Made:
Slump
Air Content
Air Temperature:
Mix Temperature
1/2/2024
ASTM C31
02:48 PM
7 in.
6.2 %
39 °F
62 °F
ATC/Sweet, Brian Field Data by:
Mix Supplier:
Ticket #:
Mix Type:
Cement:
Coarse Agg #1:
Fine Aggregate
Admixture(s):
Pallette Stone Corp, Saratoga Springs
15058
Other: 35000
Truck #:4525
Mix Design not on file at time of report
(C143, T152,C1611) :
(C231, T152)
(C1064, T309) :
Coarse Agg #2:Slag:
Fly Ash:
Micro Silica:
Supplier Mix ID:
1/3/2024
Unit Weight (lbs/cu ft)(C138, T121) :
COMPRESSIVE STRENGTH TEST RESULTS
Specimen Type:4 x 8 Cylinder Test Method:ASTM C39/AASHTO T22 Spec PSI:3500
Lab #
Fracture
Type PSI
Unit
Wt.
Area
Sq In.
Diam B
In.
Diam A
In.
Age
Days
Date
TestedCure Type MPAFactor
Capping
Type
Comp. Strength
Total
Load
Lbs
28 Moist Room 7 4.02 3.97 12.52 1.00 54640 Cone & Split 4360 30.09 144.59 N1/9/24
29 Moist Room 28 4.01 3.98 12.53 1.00 65930 Cone & Split 5260 36.29 146.41 N1/30/24
30 Moist Room 28 3.98 3.99 12.49 1.00 66990 Cone & Split 5360 36.99 145.82 N1/30/24
31 Moist Room 28 3.99 3.97 12.44 1.00 67550 Cone & Split 5430 37.43 145.81 N1/30/24
32 Moist Room 0 4.00 3.98 12.52 1.00 HOLD 146.01
33 Moist Room 0 4.00 3.99 12.53 1.00 HOLD 145.44
Remarks:Initial Curing Method:Curing Box
End Capping was completed per C1231 or C617, T231 (N-Neoprene, S-Sulfur, G-Grinding)
Advance Testing
Advance Testing
Specimens transported by
Specimens cast by
Compressive strength results comply with specifications
Reviewed by:
Latest Strength Tests by:
Thomas, Michael (022265
OFFICE: Schuylerville, NY
Tested At
PDF
• Results noted on this report relate only to the items inspected or tested.
• This report shall not be reproduced, except if full, without the prior written approval of Advance Testing
Company.
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