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2900 - Site Mitigation Program
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PR0009056
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Last modified
10/3/2019 9:08:07 AM
Creation date
10/3/2019 8:44:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009056
PE
2960
FACILITY_ID
FA0004059
FACILITY_NAME
LODI DOOR & METAL CO
STREET_NUMBER
1220
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
1220 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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' • 0 Pozmix Cements <br /> enough to cause settling prior to setting. These tests For high temperature conditions, chemical retarders <br /> conducted on 1 x 1 x 10 inch bars show that pozzolans can be added to Pozmix and portland cement for use in <br /> generally increase this expansion over that obtained with wells to 20,000 feet (6096 m). <br /> neat portland cement. This expansion characteristics Slurry Weights <br /> ' assists in obtaining better bonding and sealing. <br /> The slurry weight of Pozmix Cement is less than neat <br /> THE PHYSICAL PROPERTIES OF POZMIX cement because of the specific gravity of the Pozmix. <br /> CEMENT Pozmix has a specific gravity of 2.3 to 2.6 depending on the <br /> ' The properties of Pozmix Cement vary somewhat source, as compared to 3.1 to 3.2 for portland cement. <br /> from those of portland cement and other cementing Slurry Volume <br /> admixtures. For this reason the following discussion is Field practice indicates that Pozmix Cement offers <br /> ' presented. more fill-up per sack of material as compared to neat <br /> Pozmix Cement Mixtures cement. The increase in volume will be reflected in lower <br /> cementing costs. <br /> The ratio of Pozmix and portland cement used in <br /> ' most areas of the oil industry is 50-50 based on the absolute Waiting on Cement Time <br /> volume of approximately one sack of cement. A sack of The waiting time on cement is a factor which is <br /> cement (94 pounds/42.6 kg) has a bulk volume of dependent on many things such as temperatures,pressure, <br /> ' approximately one cubic foot which is composed of 0.52 type of job and strength desired before resuming drilling <br /> cubic feet of air (the void spaces) and 0.48 cubic feet of operations. <br /> solids.When the 0.48 cubic feet is converted togallons the The W.O.C. time of Pozmix Cement is generally <br /> ' number is 3.6 (13.63L), the actual space occupied by the consistent with normal practice for other types of cements <br /> solids of one sack of cement when mixed with water to or admixtures under the same conditions.Even on shallow <br /> form a slurry.These 3.6 gallons(13.63L)of actual cement surface pipe where low temperatures exist, Pozmix <br /> solids are referred to as the absolute volume of a sack of Cement can be adapted to fit the condition and have a <br /> ' cement. W.O.C. time comparable to neat cement. In many areas, <br /> When using a 50-50 Pozmix Cement mixture, 47 where such conditions are common,it is general practice to <br /> pounds of cement will occupy 1.8 gallons (6.81L) in the use calcium chloride with all or particularly that part of <br /> slurry and 37 pounds of Pozmix A will occupy 1.8 gallons Pozmix Cement around the lower joints of pipe on surface <br /> (6.81L); or both together will occupy 3.6 gallons (13.63L) jobs. <br /> (0.48 cubic feet). Admixtures to Pozmix Cement <br /> ' Volumes and Weights of Pozmix Cement The use of admixtures with Pozmix Cement <br /> compares very simiarly to that with portland cement. <br /> Bulk Vol. Absolute Total There are limitations, however, to such additives as <br /> (approx.) Volume Weight bentonite and perlites due to the reduction in strength. <br /> Portland Cement 1 cu. ft. 3.6 gallons 94 pounds Complete information on the effect of such <br /> (13.63 L) (42.6 kg) admixtures as calcium chloride,HR-4 retarder,Gilsonite, <br /> ' 50-50 Pozmix A 1 cu. ft. 3.6 gallons 84 pounds bentonite, CFR-2, Halad 9, perlite and salt on Pozmix <br /> Cement (13.63 L) (38.1 kg) Cement is given in the engineering data of the Pozmix . <br /> Cement Manual. <br /> Compressive Strength <br /> ' At early ages Pozmix Cement will exhibit lower <br /> strengths than portland cement. However,as the pozzolan <br /> reacts with the free lime liberated in the setting of cement, <br /> ' these strengths increase and the ultimate strength is more <br /> than straight cement.* These low early strengths, <br /> however,do conform to the current safe minimum of 500 <br /> ' psi as generally accepted by the industry for casing <br /> cementing jobs. <br /> Thickening Time <br /> The total thickening time for Pozmix Cement, as <br /> determined by the Pressure-Temperature Thickening- ""Chemistry of Cement and Concrete"by F. M. Lea and <br /> Time Tester,is comparable to neat portland slurries of the C. H. Desch <br /> same consistency. <br /> ' 3 <br />
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