point load index astm d 5731
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Point Load IndexTRANSCRIPT
![Page 1: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/1.jpg)
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"
![Page 2: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/2.jpg)
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]
![Page 3: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/3.jpg)
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
![Page 4: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/4.jpg)
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]
![Page 5: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/5.jpg)
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"
![Page 6: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/6.jpg)
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]
![Page 7: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/7.jpg)
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
![Page 8: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/8.jpg)
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]
![Page 9: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/9.jpg)
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"
![Page 10: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/10.jpg)
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]
![Page 11: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/11.jpg)
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
![Page 12: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/12.jpg)
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]
![Page 13: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/13.jpg)
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"
![Page 14: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/14.jpg)
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]
![Page 15: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/15.jpg)
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
![Page 16: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/16.jpg)
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]
![Page 17: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/17.jpg)
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"
![Page 18: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/18.jpg)
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]
![Page 19: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/19.jpg)
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
![Page 20: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/20.jpg)
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]
![Page 21: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/21.jpg)
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"
![Page 22: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/22.jpg)
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]
![Page 23: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/23.jpg)
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
![Page 24: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/24.jpg)
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]
![Page 25: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/25.jpg)
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"
![Page 26: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/26.jpg)
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]
![Page 27: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/27.jpg)
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
![Page 28: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/28.jpg)
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]
![Page 29: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/29.jpg)
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"
![Page 30: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/30.jpg)
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]
![Page 31: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/31.jpg)
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
![Page 32: Point Load Index ASTM D 5731](https://reader034.vdocuments.mx/reader034/viewer/2022042500/55cf8d045503462b13915550/html5/thumbnails/32.jpg)
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]