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Home My WebLink AboutConcrete Testing Results, Lionshead PlaceKoechlein Consulting Engineers, Inc. 12364 W. Alameda Parkway, Suite 115 Lakewood, Colorado 80228 (303)989 -1223 Job No. d c _;, Sr; Date Sheet ! of j Subject: Fill Observation and Testing id. T. O. yam, - r,,-, /1 Test No. Location Depth or Elevation (Feet) Labo tory Field Percent Compaction Pass/Fail Soil Type Maldmum Dry Density cf) Optimum Moisture Content ( %) Dry Density (cf) Moisture Content ( %) } 7 L 4 ✓ ` J� u ..... ..J iLy a�waa.�uvw acaulJ: Compaction & Moisture Specification: r •a m tJ rays ilnmcates r in i estea Meets bpecitications. ❑ Fail Indicates Fill Tested Does Not Meet Specifications and Should be Removed or Reworked. Type and Number of, Earth Moving Units: a Type and Number of Compaction Units: l u' ",�f r ti�i� �' ��1,. , "'•�., ��r� ��lla� ❑ Full Time Observation. ® Part TimelObservation. Number of Passes p � Thickness of Lift: Method of Adding Moisture: r. o), , This form presents opinions formed as a result of our observation of fill placement. We have relied on the contractor to continue applying the r'eeonitnended compactive effort and moisture to the fill during times when our observer is not viewing operations. Tests are made of the fill only as believed necessary to calibrate our observer's judgement. Test data are not the sole basis for This form is for preliminary use only. Koechlein Consulting Engineers, Inc., reserves the right to amend test results upon review by a Professional Engineer. The information contained in this form is not conclusive until reviewed and approved in a final report by a Professional Engineer. This report only relates to the items tested and shall not be reproduced, except in full, without written approval of Koechlein Consulting Engineers, Inc. Progress Report: ..t �. t i i( � � e '- r(7. /$ :»n. !.W�w y (.1 ✓,`n. t/{ . As; 1 Field Engineer Representatives Signature Koechlein Consulting Engineers, Inc. 12364 W. Alameda Parkway, Suite 115 Lakewood, Colorado 80228 (303)989 -1223 Job No. Date q £' Sheet ! of I Subject: Fill Observation and Testing Weather: ' &B-Sunny Cloudy Rain Snow Temp: ° Compaction & Moisture Specification: ?5 7, -t A fi %Mot SNE'C Type and Number of Earth Moving Units: () t A K. Type and Number of Compaction Units: Ot3K - Number of Passes: ,`.,PAJV Thickness of Lift: - Method of Adding Moisture: Oh! e, This form presents opinions formed as a result of our observation of fill placement. We have relied on the contractor to continue applying the recorninended compactive effort and moisture to the fill during times when our observer is not viewing operations. Tests are made of the fill only as believed necessary to calibrate our observer's judgement. Test data are not the sole basis for 51 This form is for preliminary use only. Koechlein Consulting Engineers, Inc., reserves the right to amend test results upon review by a Professional Engineer. The information contained in this form is not conclusive until reviewed and approved in a final report by a Professional Engineer. This report only relates to the items tested and shall not be reproduced, except in full, without written approval of Koechlein Consulting Engineers, Inc. Pass Indicates Fill Tested Meets Specifications. ❑ Fail Indicates Fill Tested Does Not Meet Specifications and Should be Removed or Reworked. ❑ Full Time Observation. Part Time Observation. Progress Report: , OC-0 ` -e 5`t7 f J 6 . W 5 P1 KC-- k* T-V O (4 ( V S it VA ro41,S°R)A C`P t, 1cspO C tit ()CID sS -� 'T(�L W4( `M�`� C 4."-4 {,�_� '4:3 cv (2 Azc)i fit) . A, R � 1� �.nt' W 7 A y,� �) � ;., trt} l: ri � l„ � f to ti �1 t 4'yt G'/ IM e-, �i ( A1 (?t f`A yliec,k� L " - 7 Field Engineer Representatives Signature drw' Mr t"In'Y+�.�i Laborato Field Maximum Optimum Depth Test or Dry Moisture Dry Moisture Percent No. Locatio Elevation Density Content Density Content Compaction Pass/Fail Soil Type i � (" (Feet) P cf) M (cf) (% 2 E 7, ,IYket e � .l f YW p � A 4 a44ei tAIN G " i L ° z' � v� jjry u � rl ✓F e`' � { t Weather: ' &B-Sunny Cloudy Rain Snow Temp: ° Compaction & Moisture Specification: ?5 7, -t A fi %Mot SNE'C Type and Number of Earth Moving Units: () t A K. Type and Number of Compaction Units: Ot3K - Number of Passes: ,`.,PAJV Thickness of Lift: - Method of Adding Moisture: Oh! e, This form presents opinions formed as a result of our observation of fill placement. We have relied on the contractor to continue applying the recorninended compactive effort and moisture to the fill during times when our observer is not viewing operations. Tests are made of the fill only as believed necessary to calibrate our observer's judgement. Test data are not the sole basis for 51 This form is for preliminary use only. Koechlein Consulting Engineers, Inc., reserves the right to amend test results upon review by a Professional Engineer. The information contained in this form is not conclusive until reviewed and approved in a final report by a Professional Engineer. This report only relates to the items tested and shall not be reproduced, except in full, without written approval of Koechlein Consulting Engineers, Inc. Pass Indicates Fill Tested Meets Specifications. ❑ Fail Indicates Fill Tested Does Not Meet Specifications and Should be Removed or Reworked. ❑ Full Time Observation. Part Time Observation. Progress Report: , OC-0 ` -e 5`t7 f J 6 . W 5 P1 KC-- k* T-V O (4 ( V S it VA ro41,S°R)A C`P t, 1cspO C tit ()CID sS -� 'T(�L W4( `M�`� C 4."-4 {,�_� '4:3 cv (2 Azc)i fit) . A, R � 1� �.nt' W 7 A y,� �) � ;., trt} l: ri � l„ � f to ti �1 t 4'yt G'/ IM e-, �i ( A1 (?t f`A yliec,k� L " - 7 Field Engineer Representatives Signature KOECHLEIN CONSUL ENGINEERS, INC Consulting Geolechnical Engineers 12364 W. Alameda Parkway, Suite 115 Lakewood, Colorado 80228 (303) 989-1223 REPORT OF CONCRETE TEST CYLINDER DATA TO: JOB NO. DATE: DAILY REPORT NO. SHEET OF INVOICE NO. PROJECT: PL, &CEMENT OCATIO X: X - T 4 - y � Lf BATCH TICKE_T INFORMATION: 2 > SUPPLIER ' K) Y.r iNQ � TRUCK NO. TICKET NO. MIX DESIGN NO. CU. YD. w TIME BATCHED TIME ARRIVED TIME PLACED V FIELD TESTING INFORMATION: J a r y TIME TEST TAKEN r- SLUMP IN. AIR CONTENT ! % WET UNT WEIGHT f SAMPLE TEMP AIR TEMP Tare Wet Weight Tare 'Alt rr ? 13 Volume o Tare ,,'il JOB SPECIFICATIONS: SLUMP TN. AIR CONTENT % WATER ADDED AT SITE REMARKS: CYLINDER INFORMATION: NO. OF CYLINDERS 6 CYLINDER SIZE TIME CYLINDERS CAST i WHERE CAST — t CURING INFORMATION: INITIAL CURE: FIELD STORAGE FACILITIES , r. 'f " MIN/MAX DATEITIME AT LAB DATE STRIPPED BY: REMARKS: AGE DATE TOTAL LOAD DIAMETER AREA COMP. STR. TYPE OF CYLINDER CYLINDER DAYS TESTED (LBS) (INCHES) (SQ. IN.) (PSI) FRACTURE WEIGHT UNIT WEIGHT (LBS) (PCF) 2 DESIGN STRENGTH PSI 28 DAYS PROGRESS REPORT: T Ws form is for preliminary use only. Koechlein Consulting Engineers, Inc., reserves the right to amend test results upon review by a Professional Engineer. The information contained in this form is not conclusive until reviewed and approved in a final report by a Professional Engineer. This report only relates to the items tested and shall not be FIELD OBSERVER REPRESENTATIVE reproduced, except in full, without written approval of Koechlein Consulting Engineers, Inc.