2017-10-23_REVISION - P2016020

• Permit No: P2016020
• IBM Index Class Name: Revision
• Doc Date: 10/23/2017
• Doc Name Note: Modification Request
• Doc Name: Modification Request
• From: Joseph Harrington
• To: DRMS
• Type & Sequence: MD2
• Email Name: MAC
• Email Name: WHE
• Media Type: D
• Archive: No

SPECO NON-SHRINK GROUTING 03 62 00
The QUIKRETE Companies
4.Technical Data
APPLICABLE STANDARDS �� _
ASTM International PRECISIONRO
• ASTM C109/C109M Standard Test Method for 'r
CEMENT&CONCRETE PRODUCTS- Compressive Strength of Hydraulic Cement
Mortars (Using 2-in. or (50-mm) Cube
1. Product Name Specimens)
QUIKRETE®Non-Shrink Precision Grout#1585-00 • ASTM C827 Standard Test Method for J-tA"Id
""""'
Change in Height at Early Ages of Cylindrical �--
2. Manufacturer Specimens of Cementitious Mixtures
The QUIKRETE Companies • ASTM C939 Standard Test Method for now of
One Securities Centre Grout for Preplaced-Aggregate Concrete
3490 Piedmont Rd.,NE Suite 1300 (Flow Cone Method) QUIKRETE®Non-Shrink Precision Grout#158&00
Atlanta,GA 30305 • ASTM C1090 Standard Test Method for
[phone] Measuring Changes in Height of Cylindrical • ASTM C1107 Standard Specification for
Fax: [phone] Specimens from Hydraulic-Cement Grout Packaged Dry, Hydraulic-Cement Grout
www.quikrete.com (Nonshrink)
TABLE 1 TYPICAL PHYSICAL PROPERTIES AT 73°F(23°C) •
ASTM E488 Standard Test Methods for
3. Product Description Strength of Anchors in Concrete and
Compressive strength,ASTM C109 modified per Masonry Dements
BASIC USE ASTM C1107
Typical applications for QUIKRETE Non-Shrink plastic consistency U.S.Army Corps of Engineers(USACE)-CRD 621
Precision Grout include grouting of: PHYSICAL/CHEMICAL PROPERTIES
• All types of machinery 1 day 3000 psi(20.7 MPa)
yp y QUIKRETE Non-Shrink Precision Grout complies
• Steel columns 3 days 9500 psi(65.5 MPa) with all properties of ASTM C1107 and CRD 621
• Bearing plates 7 days 10,000 psi(68.9 MPa) producing the results shown in Table 1.
• Precast concrete
• Other anchoringconditions that require 28 days 14,000 psi(965 MPa)
q 5. Installation
high in-service strength Height change,ASTM C1090
The nonshrink characteristics of Non-Shrink 1,3,7 and 28 days 0-02% MIXING
Precision Grout make it stable and capable of Height change,ASTM C827 +0.6% QUIKRETE Non-Shrink Precision Grout should be
handling high load transfers. Plowable consistency mechanically mixed for a minimum of 5 minutes.
COMPOSITION&MATERIALS 1 day 3000 psi(20.7 MPa) PRECAUTIONSAdd the minimum amount of water necessary
QUIKRETE Non-Shrink Precision Grout is a non- 3 days 9000 psi(621 MPa) to produce the desired flow characteristics as
metallic Portland cement based material, 7 days 9500 psi(65.5 MPa) indicated in Table 2.Do not exceed a flow of
Non-Shrink Precision Grout is a preblended 20 seconds per ASTM C939.
product including expansive additives,requiring 28 days 12500 psi(862 MPa)
only the addition of water to obtain flowable Height change,ASTM C1090 METHODS
properties and high strengths. 1,3,7 and 28 days 0-02% Surfaces to receive the grout must be clean
SIZES Height change,ASTM C827 +OA%
TABLE 2 APPROXIMATE WATER REQUIRED FOR 50 LB
• 50 lb(22.7 kg)bags Fluid consistency (22.7 KG)OF GROUT
COLORS 1 day 2500 psi(172 MPa)
• Gray 3 days 5000 psi(34.5 MPa) Plastic 1 gal(3.8 L)
YIELD 7 days 6000 psi(41.4 MPa) Flowable 1 gal+1 pt(4.3 L)
A 50 lb(22.7 kg) bag of QUIKRETE Non-Shrink Fluid 1 gal+3 pt(52 L)
28 days 8000 psi(552 MPa)
Precision Grout will yield 0.45 cu ft (12.7 L) at Height change,ASTM C1090
flowable consistency. TABLE 3 WORKING TIME
1,3,7 and 28 days 0-02a/a
LIMITATIONS Height change,ASTM C827 +0.3% Temperature Working time
The proper cleaning and wetting of surfaces to
be grouted is vital to maximum performance. Pull-out strength, 35,000 psi(241 MPa)
Hot and cold temperature precautions,as they ASTM E488 l 50°F(10°C) 25 min
apply to concrete,should also be followed. 1 1 114'(31 mm)bans embedded 9°(225 mm)deep in 3"(75 rnm) 73OF(23°C) 25 min
hole in 2000 psi(138 MPPo)conaete 90°F(32°C) 15 min
k.q SPEC-DATA"and MJWUEC•-SP ore registered trodemarks of Reed Elsevier 4rc The ten pan SPEC-DATA format coMams to the echtood style Reed i FIRST SOURCE
�� of me Cors[Wton Speoficahons lmtdute and a used mth their perrrx w The mawfocturer 6 responsble for tedr"accuracy 02007 Reed Corutruchon Data AN fights Reserved l Construction Data