HomeMy WebLinkAboutCJ181033.0128BRev1GROUT COMPRESSIVE STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
CJ181033.0128B
09/14/18
10/19/18 Revision 1 - 28-day results
7770 W New York St
Indianapolis, IN 46214-2988
317-273-1690
Gibraltar Construction Corp
Attn: Douglas Perry
2932 N Webster Ave
Indianapolis, IN 46219
West Park: The Groves
3030 West 116th St.
Carmel, IN 46032
Project
Project Number: CJ181033
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Size:
Sample Location:
Sample Time:09/14/18 0130
Jamie Conwell
Sunny
Accumulative Yards:Batch Size:36 36
cubes
Bridge key way
Placement Location:Bridge pannels and key ways
Form Material:
Samples Plumb:
Plastic Mold No. Units:3
Yes
Temperature Range:50 - 90
Specified Strength:psi @ days
Mix ID:
Supplier:
Batch Time:
Material Information
Plant:
Field Test Data
Test
Grout Temp. (F):
Ambient Temp. (F):
Result Specification
28
IMI
1220
Truck No.:Ticket No.:123394622198
8 6 - 9
76 50 - 90
77
Slump (in):
2,500
Laboratory Test Data
No.
Date Age Area
(lbs)
Load Strength
Compressive
ID Received
Date
Tested (days)(sq in)(psi)
Maximum
SpecimenSet Tested
By
1 A 09/17/18 09/21/18 7 4.24 12,570 2,960 JLT
1 B 09/17/18 10/12/18 28 4.19 17,370 4,150 JLS
1 C 09/17/18 10/12/18 28 4.21 12,690 3,010 JLS
Average (28 days) 3,580
Initial Cure:Final Cure:Onsite Cooler Water Storage Tank
Comments:Average compressive strength of 28 day Cube complies with the specified strength.
Samples Made By: Earth Exploration, Inc.
Obtain sample of grout used as wall fill, perform required field tests and cast compressive strength samples.Services:
Reported To:
Contractor:
Report Distribution:
(1) Gibraltar Construction Corp, Douglas Perry (1) City of Carmel IN, Mike Sheeks
(1) Johnson Wilbur Adams, Inc., Michael Wilbur (1) Smith Group JJR, Jessie Fink Project Manager
Jeremy Clem
Ron Hueston with Gibraltar Construction
Reviewed By:
Test Methods:ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064
Earth Exploration, Inc. Rep.: Jamie Conwell
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0009, 11-16-12, Rev.6 Page 1 of 1