PILGRIM AA 52

1 High Strength Epoxy Anchoring System aa 52 PILGRIM PERMOCOAT, S. 22nd Street, Tampa, FL 33605 (813) 248-3328 FAX# (813) Adhesive 52 Cartridge is a two-component, high strength, non-sag, fast set, moisture insensitive, epoxy resin adhesive. Packaged in a side by side 600 ml & 1500 ml cartridges provides point-of-use ap-plication to save time, material and minimize handling hazards. Anchor Adhesive 52 Cartridge provides a unique method of handling, storing and dispensing of two component materials. Ideal for low to medium vol-ume material users that wish to eliminate problems associated with the use of two component epoxy :Specifically designed for the anchoring of dowels and rebar, Anchor Adhesive 52 s ability to rapidly set and quickly gain high physical properties, affords the contractor maximum efficiency. It is a non-sag adhesive which allows for vertical and horizontal bonding; bonding hardened concrete and other materials to concrete, steel or wood.

2 Anchor Adhesive 52 is not recommended for overhead anchoring. BENEFITS No large capital expense Eliminates material waste Designed for plural component equipment Quick set Rapid physical properties development Eliminates aerated mix No clean up solvent needed Reduces health hazards Little operator skill needed Low maintenance Increased productivity Unlimited, low cost dispense pointsGel Time@ 25 C 23 Time: 4-24 hoursFull-Cure Time: 24 hoursConsistency: GelWater absorption: Strength astm D638 8500 psiSlant Shear astm C881 6365 psiCompressive Strength astm D695 8320 psiTYPICAL PROPERTIES:Louisiana DOT QPL 52 astm C881, I, II,IV,V Grade 3, Class A,B & CQUALIFICATIONSPage 2 GENERAL RECOMMENDATION: To anchor bolts, dowels and pins.

3 - For efficient transfer of stress, the hole should be no greater in diameter than 1/4 inch larger than the bar to be embedded. Depth of embedment is typically 10 to 15 bar diameters. Consult FL DOT Structures Design Guidlines, Section Adhesive An-chor Systems: Installation of Anchors .SURFACE PREPARATION:Concrete substrates must be - sound, clean, free from dust, curing or parting compounds, oil, waxes, impregnations and foreign particles. Clean drilled holes with bristle brush, followed by dry compressed air to remove dust and debris. Repeat cleaning procedure. Substrate temperature must not be below 40 F. Condition Anchor Adhesive 52 cartridges to 75 - 80 F before dispensing. DISPENSE INSTRUCTIONS (Pneumatic Gun)see also: data sheet Manual Gun Application for aa 52 Cartridges 1. Load cartridge into air gun. 2. Regulate supply pressure to 100 psi. 3. Remove D caps from cartridge nose. 4.

4 Depress trigger to equalize pistons. Allow product to flow from each cartridge. 5. Attach Static mixer and nut. 6. Depress trigger to dispense material. 7. Leave mixer on cartridge for storage. Install new static mixer when dispensing remainder of air powered or manual, trigger-operated guns are available, specifically designed for use with the Anchor Adhesive 52 Cartridge System. Note: Air powered is recommended when dispensing large volumes. PACKAGING:12 ea. 22oz. cartridges/carton12 ea. 1/2 diameter 24 element mixer with retaining nose cap installed on each in 10 gallon units for use with plural component meter mix : Contains epoxy resins, organic amines. Toxic before cure. Avoid vapor inhalation, contact with skin, eyes. Consult Material Safety Data Sheets for complete information on safety and handling. Improper cartridge pressure may force material out of rear of cartridge!

5 Use safety eye wear! Page 3 Page 4 FULL ANCHOR CAPACITYC ritical Distance (Ccr)REDUCED ANCHOR CAPACITYD istance (Cmin)REDUCTION FACTORSPACING BETWEEN ANCHORS24 D8 DISTANCE: TENSION LOADSSHEAR - LOADS - threaded RODSHEAR LOADS - SMOOTH DOWELSSHEAR LOADS - REBAR12 D12 D12 D16 Dsee following chart4 D4 D4 Dsee following Anchor Spacing and Edge Distance*STUD SIZE(inches)MINIMUM EDGEDISTANCEREDUCTION FACTOR3/81/25/83/47/811-1/41-1/21-3/41-3 /41-3/43-1 * The listed values are the minimum distances required to obtain the load val-ues in the tables above and to the left. D= anchor diameter. When adjacentanchors are different sizes or embedments, use the largest value for listed values are the minimum distances at which the anchor can beinstalled when load values are adjusted in accordance with reduction values in the table are multiplied by the reduction factor when anchorsare installed at the minimum spacing listed.

6 Use linear interpolation for spac-ing between critical and minimum distances. Multiple reduction factors formore than one spacing or edge distance are calculated separately and Distance for Tension Valuesfor Anchors in Concrete*#3#4#5#6#7#8#91/25/83/411 1/81 1/41 3/83 3/84 1/25 5/86 3/47 7/8911 1/47080123001600039035367404267090501473 0188103900036750426706034011020171602162 0390003675042670603402200400062008800120 001560026404800744010560144001872024000 ANCHOR DIAM.(inches)BIT DIAM.(inches)EMBEDMENT(inches)TENSION ULTIMATE BOND STRENGTH (lbs)CONCRETE STRENGTH (f c)2500 psi4000 psi5500 psiGrade 40 Grade 60 ALLOWABLE STEEL STRENGTHTENSION OR SHEAR (lbs)Shear and Tension Values for Reinforcing Steel*ANCHORDIAM.(inches)BITDIAM.(inches )EMBED-MENT(inches)A36 /A307A193 B7300 SS3/81/25/83/47/811-1/47/169/163/47/811 1/81 3/83 3/84 1/25 5/86 3/47 7/8911 1/41080193030304360593077401210023454170 6520939012780166902607018703330522063908 6801134017730 ALLOWABLE STEEL STRENGTH (lbs)Allowable Shear Values forThreaded Rod in 2000 psi Concrete*Cure Times for Adhesive Anchors*MinimumCure TimeMinumim Cure F48 hrs48 hrs65 F36 hrs12 hrs70 F24 hrs8 hrs80 F12 hrs6 hrs100 F6 hrs3 hrs* Cure Time is time required before epoxy reaches ultimatestrength.

7 Minimum Cure Time is minimum time required beforethe design or allowable load may be applied. Anchors are tobe undisturbed during the minimum cure 5 ANCHORDIA.(inches)BIT DIA.(inches)EMBEDMENT(inches)3/83/83/83/ 87/167/169/167/161-11/193-3/83-3/85-8/81 /21/21/21/29/169/1611/169/162-1/44-1/24- 1/27-1/25/85/85/85/83/43/47/83/42-13/165 -5/85-5/89-3/83/43/43/43/47/87/817/83-3/ 86-3/46-3/411-1/47/87/8113-15/167-7/8111 -1/81-1/84-1/291-1/41-3/811-1/42500 psi3000 psi4000 psi5500 psi7300956010980545082501136092001174010 5401464014660749511730170101292019360148 0023340215601366518870262602294030960223 8029850303201782525870343402936038360432 8021390556502741977860A36/A307A193 B7300 SS21002110211021104550455045504550363036 3036303630375037503750375081008100810081 0064706470647064705870587058705870126551 2655126551265510130101301013010130846084 6084608460182201822018220182201240012400 1240012400115001150024800248001686016860 1502015020324003240022020220202348050610 34420 ULTIMATE BOND STRENGTH IN CONCRETE (f c)ALLOWABLE STEEL STRENGTH (lbs)

8 Ultimate Tension Values for threaded Rod in Concrete*Shear and Tension Values for Smooth Dowels*DOWEL DIAMETER(inches)BIT DIAMETER(inches)EMBEDMENT(inches)1/25/83 /47/819/163/47/811 1/84 1/25 5/86 3/47 7/89 TENSIONSHEARTENSIONSHEAR3000 psi2500 psi3000 psi2500 psi6040676012000142202328085601314018920 2572033600375058808460115001502019303030 436059307740 ULTIMATE BOND STRENGTH (lbs)ALLOWABLE STEEL STRENGTH*The tabulated shear and tension values are for anchors installed in nominal weight concrete having reached the designed ultimate compressive strength at the time of interpolationmay be used for concrete strengths between those and edge distance shall be in accordance with appropriate load must be lesser of the allowable steel strength and thatallowable bond , allowable bond strength is equal to theultimate bond strength divided by the safety factor of loads may be increased by 33-1/3% for short term loading due toearthquakes or 52 is recommended for damp holes, for use in locations subject to severeexterior weathering and for resisting tension and shear loads due to earth-quake and 52 is not recommended for overhead anchoring.

9 Structures Design Guidelines Florida DOT Section 937625-020-152a Thread Rod threaded RodBar # Embedment Fy= 60,000 ksi Embedment astm A193M EmbedmentDeformed Depth* Fu= 90,000 ksi Depth* Grade B7 Depth*3 3/8 3/8 1/2 1/2 5/8 5/8

10 3/4 3/4 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 1/2