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Riverside Church-LR011101
11/81/2~81 15:Q8 37~B788802 T~INIT¥ EN6~-DALLAS PAGF 83 A TRINITY ENGINEERING / KLEINFELDER 2211 Century Center Blvd., Suite 101, I~ving, Texas 75062 ~ 972-870-0808 Metro 972-953-0398 Fax 972-870-0802 STRAIGHT SHAFT PIER REPORT TO: Riverside Church of Christ PROJECT: Riverside Church of Christ 150 E. Beltline Road Coppell, Texas Coppetl, Texas 75019 Project No,: 10645 Test Date: 10/23/2001 Report Date: 11/1/2001 Technician: C. Miller Report No: 1001347 Page 2 of 2 ' "I'DENTI FICATION ........ ' ............ MARK 40 42 46 25 SHAFT DIAMETER 18"/22" 8"122" PLAN/ACTUAL 1 18"/22" 24"t28" TOP OF 3' below 3' below 3' belgw 3' below PIER ELEVATION ' finished floor finished floor finished floor finished floor DEPTH TO PRIMARY 38.0' 37.0' 37.5' 37.1' TOTAL DEPTH OF PIER 5.0'15.7' 5,0'/5,0' 5,0?52' 5.0'/5.2' PRIMARY PENETRATION ........ PLAN/ACTUAL 18"/29' 18"/31' 18"/29' 24"/29' DEPTH AND DIAMETER OF CASING N/A N/A N/A N/A PLUMBNESS VARIATION "WITHIN wITHIN WITHIN WITHIN TOLERANCE TOLERANCE TOLERANCE TOLERANCE TIME DRILLING COMPLETED 8:51 AM 9:53 AM 11:49 AM 2:05 PM STEEL ........ CAGE LENGTH 36.0' 35.0' 355' 36.0' REBA~ QuAN'./SIZE 24h~3 ' ~'/~'~ .... 2§~3 35/#3 HORIZONTAl/VERTICAL 6/~4 6/~M 6/fl-4 6/85 CONDITION OF PIER CLEAN CLEAN CLEAN CLEAN BEFORE CONCRETE DRY DRY DRY DRY TIME CONCRETE PLACEMENT 10:35 AM 10:00 AM 3:18 PM 4:05 PM Remarks: - Top of pier elevation obtained from construction drawings,, Reports tO: 2* Client, Attn: Greg McGahey 1- K.B. Alexander, Attn: DaVid Turner TRINITY ENGINEERING I KLEINFELDER 2- c,ty of Coppel, (f,x, ~, Affn: Larry Davis Attn: Lee Stone , 1 - V. Aubrey Hallum A~chitect$, ^tin: Bob Bandy 1- Mlffeff Ertgtneedng Group, Attn: John MIIleff. P.E. Wm. Duane Harrell. P.E.