01 Guardian Anchor Testing Report.pdf
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- Solicitation number
- MXRD170051-RFP
About this file
This document is an ANSI Z359.18 Type A anchorage connector test report for a Guardian fall protection product (Model 00648 CB-12), manufactured on 09/01/17 and tested on 8/13/18. The comprehensive testing report covers multiple strength and performance evaluations across different substrate conditions, including I-beam, simulated concrete, simulated metal roof, and simulated wood roof configurations. Each test substrate used different fastening methods such as backer plate and bolts, Hit-Z 1/2" bolts, and 1/4" x 2" screws.
The test report demonstrates compliance with ANSI Z359.18 standards through rigorous testing protocols, including static strength, dynamic strength, and residual dynamic strength assessments. All test samples passed the required evaluations, with loads applied ranging from 5,000-5,125 lbs across different test configurations. The report also details specific marking and instruction requirements, confirming the anchorage connector meets comprehensive safety standards for fall protection equipment, including temperature resistance between -30 and +130 degrees Fahrenheit and requirements for connection point usage.
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Page 2 of
Equipment Model Serial
TEST EQUIPMENT
3.1 ANSI Design Requirements
3.1.1 (a) Connection points shall support only one user or system at a time
(c) Anchorage connectors shall not have closed loops that could be mistaken for a connection point
(d) Any operable gates, rings, buckles or other hardware covered by ANSI Z359.12-2012 shall com-ply with ANSI Z359.12-2012
(e) Multiple connections shall only be permitted on tripod or davit style anchorages
3.1.2 Surfaces shall be free from burrs, pits, sharp corners and roughness
3.1.3.1 Hot-dipped galvanized steel shall conform with ASTM A123/123M
3.1.3.2.1 Type A and Type T anchorage connectors shall maintain toughness at temps between -30 de-grees F and +130 degrees F
This test report covers these additional products:
Static load cell 347989A
282 lb test weight
Pass
Pass
Pass
N/A
Pass
Pass
Pass
00645, 00651, 10645, 10651, 10681
Page 3 of
4.2.1 Static Strength Testing of Anchorage Connectors
Requirements per 3.2.1.1, 3.2.1.2, 3.2.1.3
a) Attach anchorage on approved substrate per 4.1.2
b) (Type A and T) Apply 5,000 lbs. load in permitted direc-tion(s) at a rate no greater than 2 inches per minute for at least 3 minutes
c) Release load
d) Evaluate results per 3.2.1.1, 3.2.1.2, 3.2.1.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector withstands applied load
Actual load applied (lbs.)
If gates are present, no separation more than 1/8"
COMPLIANT
4.2.2 Dynamic Strength Testing of Anchorage Connectors
Requirements per 3.2.2.1, 3.2.2.2, 3.2.2.3
a) Condition sample as necessary per 4.2.2.3.1
b) Attach anchorage on approved substrate per 4.1.2
c) Connect 282 lbs. test weight to anchorage connector via test lanyard
d) (Type A and T) Raise weight to achieve 3 ft. free fall
e) Release test weight and evaluate in accordance with
3.2.2.1, 3.2.2.2, 3.2.2.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector arrests test weight
If gates are present, no separation more than 1/8"
COMPLIANT
4.2.3 Residual Dynamic Strength Testing of Anchorage Connectors Requirements per 3.2.3.1, 3.2.3.2, 3.2.3.3
a) Repeat dynamic
4.2.2
b) Evaluate results in accordance with 3.2.2.1, 3.2.2.2,
3.2.2.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector arrests test weight
Anchorage connector supports test weight for min. one minute
If gates are present, no separation more than 1/8"
COMPLIANT
Substrate: Fastener:
Figure 1 Figure
Backer plate and boltsI-beam
Pass Pass Pass
5065 5065 5065
N/AN/A N/A
Pass Pass Pass
Pass Pass Pass
N/A N/A N/A
Pass Pass Pass
PassPassPass
Pass PassPass
N/AN/A N/A
PassPass Pass
Page 4 of
Requirements per 3.2.1.1, 3.2.1.2, 3.2.1.3
a) Attach anchorage on approved substrate per 4.1.2
b) (Type A and T) Apply 5,000 lbs. load in permitted direc-tion(s) at a rate no greater than 2 inches per minute for at least 3 minutes
c) Release load
d) Evaluate results per 3.2.1.1, 3.2.1.2, 3.2.1.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector withstands applied load
Actual load applied (lbs.)
If gates are present, no separation more than 1/8"
COMPLIANT
4.2.2 Dynamic Strength Testing of Anchorage Connectors
Requirements per 3.2.2.1, 3.2.2.2, 3.2.2.3
a) Condition sample as necessary per 4.2.2.3.1
b) Attach anchorage on approved substrate per 4.1.2
c) Connect 282 lbs. test weight to anchorage connector via test lanyard
d) (Type A and T) Raise weight to achieve 3 ft. free fall
e) Release test weight and evaluate in accordance with
3.2.2.1, 3.2.2.2, 3.2.2.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector arrests test weight
If gates are present, no separation more than 1/8"
COMPLIANT
4.2.3 Residual Dynamic Strength Testing of Anchorage Connectors Requirements per 3.2.3.1, 3.2.3.2, 3.2.3.3
a) Repeat dynamic
4.2.2
b) Evaluate results in accordance with 3.2.2.1, 3.2.2.2,
3.2.2.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector arrests test weight
Anchorage connector supports test weight for min. one minute
If gates are present, no separation more than 1/8"
COMPLIANT
Substrate: Fastener:
Figure Figure
(8) Hit-Z 1/2" boltsSimulated concrete (7000 lbs)
Pass PassPass
5071 5063 5058
N/A N/A N/A
PassPass Pass
PassPass Pass
N/A N/A N/A
Pass PassPass
Pass Pass Pass
Pass Pass Pass
N/A N/A N/A
Page 5 of
Requirements per 3.2.1.1, 3.2.1.2, 3.2.1.3
a) Attach anchorage on approved substrate per 4.1.2
b) (Type A and T) Apply 5,000 lbs. load in permitted direc-tion(s) at a rate no greater than 2 inches per minute for at least 3 minutes
c) Release load
d) Evaluate results per 3.2.1.1, 3.2.1.2, 3.2.1.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector withstands applied load
Actual load applied (lbs.)
If gates are present, no separation more than 1/8"
COMPLIANT
4.2.2 Dynamic Strength Testing of Anchorage Connectors
Requirements per 3.2.2.1, 3.2.2.2, 3.2.2.3
a) Condition sample as necessary per 4.2.2.3.1
b) Attach anchorage on approved substrate per 4.1.2
c) Connect 282 lbs. test weight to anchorage connector via test lanyard
d) (Type A and T) Raise weight to achieve 3 ft. free fall
e) Release test weight and evaluate in accordance with
3.2.2.1, 3.2.2.2, 3.2.2.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector arrests test weight
If gates are present, no separation more than 1/8"
COMPLIANT
4.2.3 Residual Dynamic Strength Testing of Anchorage Connectors Requirements per 3.2.3.1, 3.2.3.2, 3.2.3.3
a) Repeat dynamic
4.2.2
b) Evaluate results in accordance with 3.2.2.1, 3.2.2.2,
3.2.2.3 as required
Requirement Sample #1
Sample #2
Sample #3
Anchorage connector arrests test weight
Anchorage connector supports test weight for min. one minute
If gates are present, no separation more than 1/8"
COMPLIANT
Substrate: Fastener:
Figure Figure
(40) 1/4" x 2" screwsSimulated metal roof 20 gauge and spanner plate
PassPassPass
51255104 5056
N/AN/AN/A
Pass Pass Pass
PassPass Pass
N/AN/AN/A
Pass Pass Pass
Pass Pass Pass
PassPassPass
N/AN/A N/A
Page 6 of
Dynamic Strength Testing of Anchorage Connectors Requirements per Manufacturer Established OSHA Anchor Testing
(Figure )
1. Determine drop height required to create 3,600 or 5,000 pound force.
2. Install anchorage connector according to manufac-turer's instructions.
3. Make sure that the anchorage connector is oriented so that the test load is applied in the intended direc-tion of use.
4. Release load.
Requirement Sample #1
Sample #2
Sample #3
Tested to load (lbs.)
Anchor withstands applied load?
COMPLIANT
Substrate: Fastener:
Figure
(40) 1/4" x 2" screwsSimulated metal roof 20 gauge in field
5,0005,000 5,000
Yes Yes Yes
Page 7 of
Dynamic Strength Testing of Anchorage Connectors Requirements per Manufacturer Established OSHA Anchor Testing
(Figure 1)
1. Determine drop height required to create 3,600 or 5,000 pound force.
2. Install anchorage connector according to manufac-turer's instructions.
3. Make sure that the anchorage connector is oriented so that the test load is applied in the intended direc-tion of use.
4. Release load.
Requirement Sample #1
Sample #2
Sample #3
Tested to load (lbs.)
Anchor withstands applied load?
COMPLIANT
Substrate: Fastener:
(40) 1/4" x 2" screwsSimulated wood roof 5/8" in field
5,0005,000 5,000
Pass Pass Pass
YesYesYes
Page 8 of
5 Markings and Instructions
5.1 Marking Requirements
5.1.1 General: The following markings shall appear in English on a label, marking or tag that is anchorage connector.
a) The manufacturer’s name and mark
b) The year of manufacture
c) Model number
d) “ANSI Z359.18” and the type
e) Markings to indicate restrictions on directions of loading, if applicable
g) An individual serial number or a lot or batch number that provides traceability
h) Minimum Breaking Strength, followed by “MBS.”
5.1.2 in English on a label, marking or tag that is designed to last for the lifetime of the anchorage
5.1.2.1 An anchorage connector that incorporates a closed loop not intended for connection, but may be mistaken for a connection point shall be permanently labeled with a warning not to connect a fall protection system or suspended component to the closed loop when used in a cinching operation
5.1.2.3 The minimum service temperature for the anchorage connector according 3.1.3.2
5.1.2.4 For tripods and davit systems, the maximum number of users permitted on the system
Yes
Yes
Yes
Yes
N/A
Yes
Yes
Yes
Yes
N/A
Yes
N/A
Page 9 of
5.2 Instruction Requirements
5.2.1 General: Provide the following instructions and information in English with each anchorage connector.
5.2.1.1 Overall:
a) A statement that the anchorage connector has been tested in compliance with the require-ments of ANSI/ASSE Z359.7, and caution that the ANSI compliance testing covers only the hardware and does not extend to the anchorage and substrate to which the anchorage connector is attached b attached, including instructions on how to proceed when the user is unable to determine anchorage connector shall only be connected to anchorages that:
i) Can withstand 5,000 lbs. (22.2 kN) without failure, except that lower strengths are ac-ceptable when permitted by applicable legislation; or travel restraint, as applicable, or;
iii) shapes, sizes and geometry of structural elements to which the anchorage connector may be
c) The manufacturer shall clearly label the minimum service temperature for the anchorage connector according to 3.1.3.2
e) The anchorage type
f) The permitted uses of the anchorage connector
g) The connection point(s), working load limit
h) The material used in the anchorage connector’s construction
i) The length of the anchorage connector and any other dimensions that may affect its com-patibility with anchorage to which it may be connected
j) The manufacturer shall make available upon request information for the design of systems, such as AAF and/or force vs. displacement curve(s) for the device
k) A statement that only one fall protection system or positioning system may be attached to an individual connection point
m) A complete list of the anchorage connector components provided by the manufacturer at the time of sale
n) A warning against unauthorized alterations, relocations or additions to the anchorage connector
Yes
Yes
N/A
N/A
Yes
Yes
Yes
Yes
Yes
Yes
Yes
N/A
N/A
Yes
Yes
Page 10 of
5.2.1.2 Use:
a) Instructions on proper installation and use, including, but not limited to, compatibility with other fall protection components
b) The length of the anchorage connector and any other dimensions that may affect its compatibility with anchorages to which it may be connected
c) Where applicable, directions regarding the appropriate length of lanyard to use with the an-chorage connector to compensate for the additional length that it may add to the lanyard
d) Permitted and forbidden uses, including clear description of and the recommended ways of dealing with applicable compatibility concerns material, etc., that could accelerate cutting or abrading of attached components
f) Warnings concerning environments and conditions that may degrade the anchorage connector
g) Training requirements
5.2.1.3 Inspection and Field Testing:
a) Instructions on testing, if needed
b) Where applicable, directions for the installer to perform and document proof testing upon installation. Directions shall include proof load forces and acceptable methods
c) Field serviceability testing: The manufacturer shall provide guidelines for how often to be adequately secured to the structure. These guidelines shall include recommend-ed methods for testing, including the direction and point of application of test loads
d) The recommended frequencies and procedures for inspection, maintenance, and when applicable, testing.
e) Instructions for inspecting and servicing an anchorage connector after it is subjected to a fall or an inspection reveals an unsafe condition
f) If applicable, guidelines for retirement of the anchorage connector
g) The action to be taken if an inspection of and anchorage connector reveals an unsafe condition
h) The action to be taken after the anchorage connector is subjected to a fall
i) Criteria for removal of an anchorage connector from service if deformed from its
Yes
N/A
N/A
Yes
Yes
Yes
Yes
N/A
N/A
N/A
Yes
Yes
Yes
Yes
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