HomeMy WebLinkAboutTerracon - 12/28/2018 (14)MORTAR COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0601
Service Date: 12/17/18 2501 E Loop 820 N
Report Date: 12/28/18 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Material Information
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Sample Information
Specified Strength: 1,800 psi @ 28 days Sample Date:
Sampled By:
Mix ID: Weather Conditions:
Supplier: Sample Size:
Batch Time: Plant: Sample Location:
Placement Location:
Test Mold Material:
Field Test Data Curing Procedure:
Test Result Specification
Mortar Temp. (F):
Ambient Temp. (F):
Laboratory Test Data
12/17/18 Sample Time:
Green, Anthony
2x2x2
Brass
ASTM C 780
1 D
1 E
1 F
Initial Cure: Moist Room
01/14/19 28
01/14/19 28
01/14/19 28
Final Cure: Moist Room
Average (7 days)
Compressive
Strength Tested
(psi) By
1,130
1,210
1,190
1,180
Note: The indicated Specified Strength above is for laboratory batched and cast specimens under controlled conditions. Strength tests of field cast specimens are to be used to
monitor trends and batch to batch consistency of mortar per ASTM C 270 and are not intended as criteria to determine the acceptance or rejection of the mortar as installed.
Comments:
Samples Made By: Terracon
Services: Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive strength
determination. ASTM C109, C270, C511
Terracon Rep.: Green, Anthony
Reported To:
Contractor:
Report Distribution:
See attached distribution list. Reviewed By:
(john, T pa
Senior Project Manager
Test Methods: ASTM C109
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.
Cx000s, 11-16-12, Rev.6 Page 1 of 1
Maximum
Set
Specimen Date
Date
Age
Area
Load
No.
ID Received
Tested
(days)
(sq in)
(lbs)
1
A
12/24/18
7
4.00
4,510
1
B
12/24/18
7
4.00
4,840
1
C
12/24/18
7
4.00
4,750
1 D
1 E
1 F
Initial Cure: Moist Room
01/14/19 28
01/14/19 28
01/14/19 28
Final Cure: Moist Room
Average (7 days)
Compressive
Strength Tested
(psi) By
1,130
1,210
1,190
1,180
Note: The indicated Specified Strength above is for laboratory batched and cast specimens under controlled conditions. Strength tests of field cast specimens are to be used to
monitor trends and batch to batch consistency of mortar per ASTM C 270 and are not intended as criteria to determine the acceptance or rejection of the mortar as installed.
Comments:
Samples Made By: Terracon
Services: Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive strength
determination. ASTM C109, C270, C511
Terracon Rep.: Green, Anthony
Reported To:
Contractor:
Report Distribution:
See attached distribution list. Reviewed By:
(john, T pa
Senior Project Manager
Test Methods: ASTM C109
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.
Cx000s, 11-16-12, Rev.6 Page 1 of 1
Distribution Paae
Report Number: 95181011.0601
Service Date: 12/17/18
Report Date: 12/28/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) City of Grapevine TX, Hans Strayer
(1) City of Grapevine TX, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Company, Ben Jensen
(1) Manhattan Construction Company, Chase Pritchard
(1) Manhattan Construction Company, Daniel Rideau
(1) Manhattan Construction Company, David Saiter
(1) Manhattan Construction Company, Frederick Moore
(1) Manhattan Construction Company, Klint Robertson
(1) Manhattan Construction Company, Matthew Powell
(1) Manhattan Construction Company, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600