HomeMy WebLinkAboutGrout Strength_15605Specimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Avg. Width
1 & 3 (in)
Avg. Width
2 & 4 (in)Area (in²)
Avg
Height
Max Load
(lbs)
Strength
(psi)
Break
Remark
Fracture
Type
Capping
Method
3-1 7 01/23/19 1 / 6 3.35 3.35 11.22 6.22 57,270 5,100 CF S
3-2 28 02/13/19 1 / 27
3-3 28 02/13/19 1 / 27
3-4 28 02/13/19 1 / 27
Test Age Average Strengths (psi): 7 Day - 5100
Test Age Strength Standard Deviation: 7 Day - 0
Correction Factors: 3-1: 1.000
Break Remarks
Tested By: Zachary T Orr (1)
Capping Methods
S: Sulfur Caps (ASTM C617)
Fracture Types
CF: Complete Fracture
Set #:3
Specimen Size:3.5" X 3.5" X 7"
Specimens In Set:4
Contractor:J.G. Morris Jr
Technician:Clark, Ryne Thomas
Cast By:Clark, Ryne Thomas
Date Cast:01/16/19
Sampled From:Chute
Sample Details
Batched:10:28 EST
Sampled:10:28 EST
Cast:10:42 EST
Placement Location:Wall - cell fill
Location Details:Northern Wall
Sample Location / Notes:Northern Wall
Batch Log
Strength:2000 (psi)
Specifications
Mixing Method:Drum Mixer
Manufacturer:IMI
Forming Method:Grout Sample Box
Product ID:8201BF
On-Site Admixtures: None
Location
Field Measurements
Air Content:Weather:snow Slump (in):8-1/4 (ASTM C143)
Air Temperature (F):28 Grout Temp (F):71 (ASTM C1064)
Lab Test Results
Testing Lab: Indianapolis, 7988 Centerpoint Drive, Suite 100, Indianapolis, IN, 46256
These samples were obtained in accordance with ASTM C172 and prepared in accordance with ASTM C1019.Page 1 of 1
Client:
J G Morris Construction
., YY .
., .
Project:
Belle Tire, Carmel
170MT00382
Compressive Strength of Grout
Prism
Test Method:
Sample: 15605
Report #: GP-000003
7988 Centerpoint Drive
Suite 100
Indianapolis, IN 46256
Phone: 317-579-4031
Fax: 317-849-4278
Report Issued: 1/31/2019