Point Load Index ASTM D 5731
32
Service Order No. 3876 Date Project Information Project: RA-140, Jabar Al-Ahmad Cau Client: Ministry of Public works (MP Contractor: Hyundai Engineering & Const Consultant: DAR-Al-Handash Sampled By: Hyundai Engineering & Const Test Result Date of Sample Received 5/5/2015 Sample ID Failure Load #1 18.41 43.2 Source : S Sample Location: RA-140, Note : 1.0 This report shall not be reproduced, except in full, without the prior approval of the management of ‘TSD’. 2.0 The results relates only to the items tested. Specimen Size Dia/Width in "mm"
description
Point Load Index
Transcript of Point Load Index ASTM D 5731
ASTM D 5731
Service Order No. 3876 Date
Project Information
Project: RA-140, Jabar Al-Ahmad Causeway
Client: Ministry of Public works (MPW)
Contractor: Hyundai Engineering & Construction Co.
Consultant: DAR-Al-Handash
Sampled By: Hyundai Engineering & Construction Co.
Test Result
Date of Sample Received 5/5/2015
Sample ID Failure Load
#1 18.41 43.2
Source : Stevin Rock (UAE)
Sample Location: RA-140, Jabar Al-Ahmad Causeway
Note : 1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Specimen Size Dia/Width in "mm"
Tested By………………………………Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
5/5/2015 Report No. TSD-CL-PAR-004/3876-1
Project Information
RA-140, Jabar Al-Ahmad Causeway
Ministry of Public works (MPW)
Hyundai Engineering & Construction Co.
DAR-Al-Handash
Hyundai Engineering & Construction Co.
Test Result
Date of Test Completed 5/11/2015
Remark
9.9
Stevin Rock (UAE)
RA-140, Jabar Al-Ahmad Causeway
1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Un Corrected Point Load Strength Index Is
Checked By……………………………..Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
Service Order No. 3876 Date
Project Information
Project: RA-140, Jabar Al-Ahmad Causeway
Client: Ministry of Public works (MPW)
Contractor: Hyundai Engineering & Construction Co.
Consultant: DAR-Al-Handash
Sampled By: Hyundai Engineering & Construction Co.
Test Result
Date of Sample Received 5/5/2015
Sample ID Failure Load
#2 10.45 43.2
Source : Stevin Rock (UAE)
Sample Location: RA-140, Jabar Al-Ahmad Causeway
Note : 1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Specimen Size Dia/Width in "mm"
Tested By………………………………Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
5/5/2015 Report No. TSD-CL-PAR-004/3876-2
Project Information
RA-140, Jabar Al-Ahmad Causeway
Ministry of Public works (MPW)
Hyundai Engineering & Construction Co.
DAR-Al-Handash
Hyundai Engineering & Construction Co.
Test Result
Date of Test Completed 5/11/2015
Remark
5.6
Stevin Rock (UAE)
RA-140, Jabar Al-Ahmad Causeway
1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Un Corrected Point Load Strength Index Is
Checked By……………………………..Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
Service Order No. 3876 Date
Project Information
Project: RA-140, Jabar Al-Ahmad Causeway
Client: Ministry of Public works (MPW)
Contractor: Hyundai Engineering & Construction Co.
Consultant: DAR-Al-Handash
Sampled By: Hyundai Engineering & Construction Co.
Test Result
Date of Sample Received 5/5/2015
Sample ID Failure Load
#3 21.05 43.2
Source : Stevin Rock (UAE)
Sample Location: RA-140, Jabar Al-Ahmad Causeway
Note : 1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Specimen Size Dia/Width in "mm"
Tested By………………………………Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
5/5/2015 Report No. TSD-CL-PAR-004/3876-3
Project Information
RA-140, Jabar Al-Ahmad Causeway
Ministry of Public works (MPW)
Hyundai Engineering & Construction Co.
DAR-Al-Handash
Hyundai Engineering & Construction Co.
Test Result
Date of Test Completed 5/11/2015
Remark
11.3
Stevin Rock (UAE)
RA-140, Jabar Al-Ahmad Causeway
1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Un Corrected Point Load Strength Index Is
Checked By……………………………..Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
Service Order No. 3876 Date
Project Information
Project: RA-140, Jabar Al-Ahmad Causeway
Client: Ministry of Public works (MPW)
Contractor: Hyundai Engineering & Construction Co.
Consultant: DAR-Al-Handash
Sampled By: Hyundai Engineering & Construction Co.
Test Result
Date of Sample Received 5/5/2015
Sample ID Failure Load
#4 20.27 43.2
Source : Stevin Rock (UAE)
Sample Location: RA-140, Jabar Al-Ahmad Causeway
Note : 1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Specimen Size Dia/Width in "mm"
Tested By………………………………Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
5/5/2015 Report No. TSD-CL-PAR-004/3876-4
Project Information
RA-140, Jabar Al-Ahmad Causeway
Ministry of Public works (MPW)
Hyundai Engineering & Construction Co.
DAR-Al-Handash
Hyundai Engineering & Construction Co.
Test Result
Date of Test Completed 5/11/2015
Remark
10.9
Stevin Rock (UAE)
RA-140, Jabar Al-Ahmad Causeway
1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Un Corrected Point Load Strength Index Is
Checked By……………………………..Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
Service Order No. 3876 Date
Project Information
Project: RA-140, Jabar Al-Ahmad Causeway
Client: Ministry of Public works (MPW)
Contractor: Hyundai Engineering & Construction Co.
Consultant: DAR-Al-Handash
Sampled By: Hyundai Engineering & Construction Co.
Test Result
Date of Sample Received 5/5/2015
Sample ID Failure Load
#5 30.99 43.2
Source : Stevin Rock (UAE)
Sample Location: RA-140, Jabar Al-Ahmad Causeway
Note : 1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Specimen Size Dia/Width in "mm"
Tested By………………………………Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
5/5/2015 Report No. TSD-CL-PAR-004/3876-5
Project Information
RA-140, Jabar Al-Ahmad Causeway
Ministry of Public works (MPW)
Hyundai Engineering & Construction Co.
DAR-Al-Handash
Hyundai Engineering & Construction Co.
Test Result
Date of Test Completed 5/11/2015
Remark
16.6
Stevin Rock (UAE)
RA-140, Jabar Al-Ahmad Causeway
1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Un Corrected Point Load Strength Index Is
Checked By……………………………..Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
Service Order No. 3876 Date
Project Information
Project: RA-140, Jabar Al-Ahmad Causeway
Client: Ministry of Public works (MPW)
Contractor: Hyundai Engineering & Construction Co.
Consultant: DAR-Al-Handash
Sampled By: Hyundai Engineering & Construction Co.
Test Result
Date of Sample Received 5/5/2015
Sample ID Failure Load
#6 20.94 43.2
Source : Stevin Rock (UAE)
Sample Location: RA-140, Jabar Al-Ahmad Causeway
Note : 1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Specimen Size Dia/Width in "mm"
Tested By………………………………Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
5/5/2015 Report No. TSD-CL-PAR-004/3876-6
Project Information
RA-140, Jabar Al-Ahmad Causeway
Ministry of Public works (MPW)
Hyundai Engineering & Construction Co.
DAR-Al-Handash
Hyundai Engineering & Construction Co.
Test Result
Date of Test Completed 5/11/2015
Remark
11.2
Stevin Rock (UAE)
RA-140, Jabar Al-Ahmad Causeway
1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Un Corrected Point Load Strength Index Is
Checked By……………………………..Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
Service Order No. 3876 Date
Project Information
Project: RA-140, Jabar Al-Ahmad Causeway
Client: Ministry of Public works (MPW)
Contractor: Hyundai Engineering & Construction Co.
Consultant: DAR-Al-Handash
Sampled By: Hyundai Engineering & Construction Co.
Test Result
Date of Sample Received 5/5/2015
Sample ID Failure Load
#7 18.3 43.2
Source : Stevin Rock (UAE)
Sample Location: RA-140, Jabar Al-Ahmad Causeway
Note : 1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Specimen Size Dia/Width in "mm"
Tested By………………………………Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
5/5/2015 Report No. TSD-CL-PAR-004/3876-7
Project Information
RA-140, Jabar Al-Ahmad Causeway
Ministry of Public works (MPW)
Hyundai Engineering & Construction Co.
DAR-Al-Handash
Hyundai Engineering & Construction Co.
Test Result
Date of Test Completed 5/11/2015
Remark
9.8
Stevin Rock (UAE)
RA-140, Jabar Al-Ahmad Causeway
1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Un Corrected Point Load Strength Index Is
Checked By……………………………..Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
Service Order No. 3876 Date
Project Information
Project: RA-140, Jabar Al-Ahmad Causeway
Client: Ministry of Public works (MPW)
Contractor: Hyundai Engineering & Construction Co.
Consultant: DAR-Al-Handash
Sampled By: Hyundai Engineering & Construction Co.
Test Result
Date of Sample Received 5/5/2015
Sample ID Failure Load
#8 29.51 43.2
Source : Stevin Rock (UAE)
Sample Location: RA-140, Jabar Al-Ahmad Causeway
Note : 1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Specimen Size Dia/Width in "mm"
Tested By………………………………Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
ASTM D 5731
5/5/2015 Report No. TSD-CL-PAR-004/3876-8
Project Information
RA-140, Jabar Al-Ahmad Causeway
Ministry of Public works (MPW)
Hyundai Engineering & Construction Co.
DAR-Al-Handash
Hyundai Engineering & Construction Co.
Test Result
Date of Test Completed 5/11/2015
Remark
15.8
Stevin Rock (UAE)
RA-140, Jabar Al-Ahmad Causeway
1.0 This report shall not be reproduced, except in full, without the prior written approval of the management of ‘TSD’.2.0 The results relates only to the items tested.
Point Load Index
Un Corrected Point Load Strength Index Is
Checked By……………………………..Name and Signature
Technical Service DivisionTel. +965-23260666, Ext. 252 Fax. +965-23260555, P.O Box 9088 Ahmadi 61001 Kuwait.
Web site: www.nbtcgroup.com, Email: [email protected]
