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HomeMy WebLinkAboutBLD96-01284 Concrete Test Reports - BLD Engineering / Geo-tech Reports - 11/19/1996 GENERAL TESTING LABORA TORTES, -INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# M1596-0767 CONCRETE TEST REPOR T CLIENT McBride Construction REPORT NO. 3 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 11/19/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Footing pads LOCATION SAMPLED Footing pads NO. YARDS PLACED 24 OF --- TRUCK SAMPLED 106 TIME SAMPLED 11:00 MIX DATA INVOICE NO. 2131 CEMENT 5 1/2 SK TYPE 1 MAX. SIZEAGGREGATE 3/4 ADMIXTURES air AMOUNT --- OZ/YD --- AMOUNT --- OZ/YD SLUMP 2 1/4 " AIR CONTENT 5 % CONCRETE TEMP. 62 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 33 ° WEATHER snow REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) o ?pp � I n c/ 6 -7 n c ?n . t'% v �U.2 i ut 9 ' 3 B If 12/17/96 28 4,430 3 C 12/17/96 28 4,530 CERTIFIED BY: ���1— �� z�� DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LABORATORIES,-INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# M1596-0767 CONCRETE TEST REPOR T CLIENT McBride Construction REPORT NO. 4 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 11/20/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT --- LOCATION SAMPLED --- NO. YARDS PLACED --- OF --- TRUCK SAMPLED --- TIME SAMPLED --- MIX DATA INVOICE NO. --- CEMENT --- SK TYPE 1 MAX. SIZE AGGREGATE 7/8 ADMIXTURES --- AMOUNT --- OZ/YD --- AMOUNT --- OZ/YD SLUMP --- " AIR CONTENT --- % CONCRETE TEMP. --- REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP --- ° WEATHER --- REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) n3.21) � 7� �/1) � 011 n Y A %J 23.L1 11 / J,L lu 4 B It 1. 12/18/96 28 5,090 4 C 12/18/96 28 5,160 CERTIFIED BY: DATE: Z— Laboratory Manager, General Testing Laboratories Quality Assurance for Northives7 Construction 360-779-9196 I � . GENERAL TESTING LAB ORA TORTES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# M1596-0767 CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 5 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 11/22/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Grade beams LOCATION SAMPLED --- NO. YARDS PLACED 15 OF 30 TRUCK SAMPLED 106 TIME SAMPLED 1:10 MIX DATA INVOICE NO. 2174 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 " ADMIXTURES air ent. AMOUNT --- OZ/YD --- AMOUNT --- OZ/YD SLUMP 2 1/2 " AIR CONTENT 4.2 % CONCRETE TEMP. 72 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 40 ° WEATHER overcast REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 5 A 6 28.27 11/29/96 7 4,200 5 B It 12/20/96 28 5,280 5 C 12/20/96 28 5,360 CERTIFIED BY: DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# M1596-0767 CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 6 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 11/23/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Grade beams; footings LOCATION SAMPLED footings NO. YARDS PLACED 15 OF 30 TRUCK SAMPLED --- TIME SAMPLED 10:45 MIX DATA INVOICE NO. --- CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 " ADMIXTURES air ent. AMOUNT --- OZIYD --- AMOUNT --- OZIYD SLUMP 2 1/2 " AIR CONTENT 4.8 % CONCRETE TEMP. 64 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 36 ° WEATHER overcast REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREASQ. 1 DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 6 A 6 28.27 11/29/96 7 4,610 6 B fl12/20/96 28 5,460 6 C 12/20/96 28 5,380 CERTIFIED BY: �r �, -� ,�P � DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# M1596-0767 CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 7 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 11/25/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Footings and plinth LOCATION SAMPLED Plinth blocks NO. YARDS PLACED 4 OF 10 TRUCK SAMPLED 106 TIME SAMPLED --- MIX DATA INVOICE NO. 2189 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 3/8 ADMIXTURES air ent. AMOUNT --- OZIYD --- AMOUNT --- OZ YD SLUMP 2 3/4 " AIR CONTENT 4.2 % CONCRETE TEMP. 65 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 58 ° WEATHER partly sunny REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 7 A 6 1 20.27 1 12/02/96 7 3,530 7 B " If 12/23/96 28 4,650 7 C 12/23/96 28 4,580 CERTIFIED BY: sstf�� -�2 ���r�t� DATE:Il - Z Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 : GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# CONCRETE TEST REPOR T CLIENT McBride Construction REPORT NO. 8 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 11/27/96 INSPECTOR Jim Comnick CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Wall line 2-A, electrical trench LOCATION SAMPLED First wall lift NO. YARDS PLACED 22 OF 30 TRUCK SAMPLED 106 TIME SAMPLED 12:45 MIX DATA INVOICE NO. 2220 CEMENT 5 1/2 SK TYPE 1 & 2 MAX. SIZE AGGREGATE 7/8 " ADMIXTURES MB AE 90 AMOUNT 5 OZ/YD --- AMOUNT --- OZ/YD SLUMP 3 1/2 AIR CONTENT 4.8 % CONCRETE TEMP. 58 ° REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 50 ° WEATHER rainy REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 8 A 6 28.27 12/04/96 7 3,550 8 B is 01 112/25/96 28 4,890 8 C 12/25/96 28 4,950 CERTIFIED BY: DATE: l l Labor Manager, General Testing Laboratories Quality Assurance for North ivest Construction 360-779-9196 GENERAL TESTING LAB ORA TORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# CONCRE TE TES T REPOR T CLIENT McBride Construction REPORT NO. 9 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/02/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT footings LOCATION SAMPLED NE footing for cyclone tower NO. YARDS PLACED 24 OF 47 TRUCK SAMPLED 12 TIME SAMPLED 9:00 MIX DATA INVOICE NO. 2221 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 ADMIXTURES air ent AMOUNT --- OZ/YD --- AMOUNT --- OZ/YD SLUMP 4 1/2 " AIR CONTENT 5.2 % CONCRETE TEMP. 56 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 38 ° WEATHER rainy REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 9 A. 6 28.27 1 12/u9,96 7 3,680 9 B 1112/30/96 28 4,440 9 C 12/30/96 28 4,570 CERTIFIED BY: w�i.►� DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 10 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/05/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCAT/O/V OF CONCKE I E PLACEMENT Lines 10 to 6 K to D LOCATION SAMPLED slab NO. YARDS PLACED 25 OF 160 TRUCK SAMPLED 116 TIME SAMPLED 8:50 MIX DATA INVOICE NO. 2252 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 " ADMIXTURES air ent AMOUNT 49 OZ/YD polyheed AMOUNT 160 OZ/YD SLUMP 4 1/4 " AIR CONTENT 3.9 % CONCRETE TEMP. 56 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 48 ° WEATHER rainy REQUIRED 28 DAY STRENGTH 3,000 PSI Set # 1 COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 10 A 6 28.27 12/12/96 7 4,060 10 B tt It 01/02/97 28 4,740 10 C 01/02/97 28 4,950 CERTIFIED BY: DATE: Laboratory Mifnager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 11 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/05/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT !_fines 10 to 6 K to D LOCATION SAMPLED slab NO. YARDS PLACED 112 OF 160 TRUCK SAMPLED 116 TIME SAMPLED 11:00 MIX DATA INVOICE NO. 2281 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 ADMIXTURES air ent AMOUNT 117 OZ/YD polyheed AMOUNT 160 OZ/YD SLUMP 4 1/2 " AIR CONTENT 5.3 % CONCRETE TEMP. 55 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 48 ° WEATHER rainy REQUIRED 28 DAY STRENGTH 3,000 PSI Set 9 2 COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREAS DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 11 A 6 2.8.27 12/12'96 7 4,320 I 11 B 01/02/97 28 5,010 11 C 01/02/97 28 4,970 CERTIFIED BY: Zee = DATE: o/7iA2L 1Ti� Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9I96 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 12 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/06/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT slab LOCATION SAMPLED slab NO. YARDS PLACED --- OF --- TRUCK SAMPLED --- TIME SAMPLED --- MIX DATA INVOICE NO. --- CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 " ADMIXTURES air ent AMOUNT 5.1 OZ/YD polyheed AMOUNT 16.1 OZ/YD SLUMP 4 1/2 " AIR CONTENT 4.9 % CONCRETE TEMP. 55 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 43 ° WEATHER rainy REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 12 A 6 28.27 12/13/96 7 4,1 In 12 B " 01/03/97 28 4,970 12 C 01/03/97 28 4,900 CERTIFIED BY: C DATE: Laborato M�Jrager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# CONCRETE TEST REPOR T CLIENT McBride Construction REPORT NO. 13 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/07/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT apron slab LOCATION SAMPLED --- NO. YARDS PLACED 26 OF 60 TRUCK SAMPLED 106 TIME SAMPLED 1:00 MIX DATA INVOICE NO. 2262 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 " ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ/YD SLUMP 4 3/4 " AIR CONTENT 5.9 % CONCRETE TEMP. 55 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 42 ° WEATHER --- REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 13 A 6 28.27 12/13/96 7 3,340 '13 B 01/04/97 28 4,320 13 C 01/04/97 28 4,580 CERTIFIED BY: � �� _ !�« ��_ DATE: 7 100, Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERA L ..TE,V TING LAB ORA TORIES, INC. NUE NE, P.O. BOX 1586, POULSBO, WA 98370 JAN - 9 1997 City/County Permit# r--NERALSERVICPt0NCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 14 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/09/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT slap LOCATION SAMPLED --- NO. YARDS PLACED 25 OF 60 TRUCK SAMPLED 12 TIME SAMPLED 9:40 MIX DATA INVOICE NO. 2300 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 " ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ/YD SLUMP 4 3/4 " AIR CONTENT 5.8 % CONCRETE TEMP. 55 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 42 ° WEATHER overcast REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 14 A 6 28.27 12/16/96 7 3,740 14 B 01/06/97 28 4,680 14 C 01/06/97 28 4,380 CERTIFIED BY: DATE: j C Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9I96 S L TESTING LABORATORIES, INC. NqAO THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 JAN 10 rA7 City/County Permit# ENERALStRVICES CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 15 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/11/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOC A T iON OF CONCRETE PLACEmENT retaining waii LOCATION SAMPLED trench NO. YARDS PLACED 4 OF 15 TRUCK SAMPLED 106 TIME SAMPLED 8:30 MIX DATA INVOICE NO. 2330 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ/YD SLUMP 2 3/4 " AIR CONTENT 4.4 % CONCRETE TEMP. 55 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 41 ° WEATHER overcast REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 15 A 6 28.27 12/18/96 7 4,060 15 B 01/08/97 28 4,950 15 C 01/08/97 28 5,030 CERTIFIED BY: _ ��il�� DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# CONCRETE TEST REPOR T CLIENT McBride Construction REPORT NO. 16 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/13/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT slab LOCATION SAMPLED same as placement NO. YARDS PLACED 25 OF 60 TRUCK SAMPLED 116 TIME SAMPLED 8:30 MIX DATA INVOICE NO. 2345 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 " ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ/YD SLUMP 5 1/2 " AIR CONTENT 5.4 % CONCRETE TEMP. 55 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 44 ° WEATHER rain REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 16 A 6 28.27 12/20/96 7 2,890 16 B 1110 01/10/97 28 1 3,840 16 C 01/10/97 28 4,090 CERTIFIED BY: s«4 �� �rr,���� DATE: Laboratory anager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 F N t GE ERAL TESTING LABORATORIES, INC. 857 IRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 JAN 2-2 1997 City/County Permit# '�7NERALSERVICES CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 18 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/23/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles Lv^CAT,'Oiv OF CONCRETE PLACE,ME.1T Slav: fI-- ?so!ation Jo-inI to line 1.8 2nd lines n to B and End Seal Building LOCATION SAMPLED same as placement NO. YARDS PLACED 1.5 OF --- TRUCK SAMPLED 116 TIME SAMPLED 11:00 MIX DATA INVOICE NO. 2436 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 3/4 " ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ(YD SLUMP 5 1/4 " AIR CONTENT 6 % CONCRETE TEMP. 53 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 40 ° WEATHER Showers REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB I DIAMETER I AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER UMBERI INCHES i IN. TESTED (DAYS) (PSI) 18 A 6 28.27 12/30/96 7 3,110 18 B " " 01/20/97 28 4,160 18 C 01/20/97 28 4,220 CERTIFIED BY: DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LAB ORA TORIES, INC. iI- KIu IC:. �� , 8970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 JAN 24 M7 City/County Permit# CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 19 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 12/24/96 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATiOIV OF COivCRE—i-E t=i.ACLiViENT Slab LOCATION SAMPLED same as placement NO. YARDS PLACED 25 OF --- TRUCK SAMPLED --- TIME SAMPLED --- MIX DATA INVOICE NO. --- CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ/YD SLUMP 3 AIR CONTENT 4.4 % CONCRETE TEMP. 54 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 39 ° WEATHER rain and snow REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB IDIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 19 A 6 28.27 12/31/96 7 4,170 19 B 01/21/97 28 5,170 19 C 01/21/97 28 5,150 CERTIFIED BY: ✓ ���/ ;. z�oG DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for North►ves7 Construction 360-779-9196 GENERAL TESTING LAB ORA TORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 F L tB City/County Permit# n±FaALSERVICES CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 20 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 01/03/97 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Stem Walls and Slab LOCATION SAMPLED walls NO. YARDS PLACED 15 OF 22 TRUCK SAMPLED 107 TIME SAMPLED 9:00 MIX DATA INVOICE NO. 2471 CEMENT 5 1/2 SK TYPE 1 MAX. SIZE AGGREGATE 7/8 ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ/YD SLUMP 2 1/2 " AIR CONTENT 4.9 % CONCRETE TEMP. 56 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 44 ° WEATHER sunny REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 20 A 6 28.27 01/10/97 7 3,740 20 B 01/31/97 28 5,410 20 C 01/31/97 28 5,650 CERTIFIED BY: ,, , �''�' � DATE: Laboratory anager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 r i GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County FEB 519V Permit# .`�"AJERAL S"TIVICES CONCRETE TEST REPOR T CLIENT McBride Construction REPORT NO. 21 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 01/06/97 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Stem Walls; Planner area LOCATION SAMPLED walls NO. YARDS PLACED 4 OF 20 TRUCK SAMPLED 12 TIME SAMPLED 9:00 MIX DATA INVOICE NO. 2485 CEMENT 5 1/2 SK TYPE I & II MAX. SIZE AGGREGATE 7/8 " ADMIXTURES air ent AMOUNT --- OZIYD polyheed AMOUNT --- OZ/YD SLUMP 1 3/4 " AIR CONTENT 5.1 % CONCRETE TEMP. 48 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 37 ° WEATHER rainy REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCuE J Ins TESTED I—A YSI iRS i 21 A 6 28.27 01/13/97 7 4,110 21 B 02/03/97 28 5,010 21 C 02/03/97 28 4,900 CERTIFIED BY: DATE: 7— Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 r GENERAL TESTING LAB ORA TORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County F_ i 107 Permit# CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 22 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 01/14/97 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Planner area slab LOCATION SAMPLED slab NO. YARDS PLACED 15 OF 40 TRUCK SAMPLED 116 TIME SAMPLED 10:30 MIX DATA INVOICE NO. 2559 CEMENT 6 SK TYPE I & II MAX. SIZE AGGREGATE 7/8 ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ/YD SLUMP 3 1/2 " AIR CONTENT 5.1 % CONCRETE TEMP. 55 REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 22 ° WEATHER sunny REQUIRED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER I AREA SO. I DATE I AGE IUNITLOADI REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 22 A 6 28.27 01/24/97 10 3,600 22 B " 02/11/97 28 4,630 22 C 02/11/97 28 4,580 CERTIFIED BY: /"�ss�s��/l �1. � DATE: z`1r-% 7 Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 City/County Permit# CONCRETE TEST REPORT CLIENT McBride Construction REPORT NO. 23 PROJECT Delson Lumber PROJECT NO. B8682 CONTRACTOR McBride Construction DATE CONCRETE SAMPLED 02/28/97 INSPECTOR Bill Ugolini CONCRETE SUPPLIER Miles LOCATION OF CONCRETE PLACEMENT Slab on pan decking (Planner Exhaust) LOCATION SAMPLED same as placement NO. YARDS PLACED 4 OF 11 TRUCK SAMPLED 12 TIME SAMPLED 10:35 MIX DATA INVOICE NO. 3081 CEMENT 5 1/2 SK TYPE I & II MAX. SIZE AGGREGATE 3/4 ADMIXTURES air ent AMOUNT --- OZ/YD polyheed AMOUNT --- OZ/YD SLUMP 4 3/4 " AIR CONTENT 5.1 % CONCRETE TEMP. --- ° REQUIRED SLUMP 3 - 5 REQUIRED AIR 4 - 6 % AIR TEMP 52 ° WEATHER sunny HEQUiHED 28 DAY STRENGTH 3,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 23 A 6 28.27 03/07/97 7 2,910 23 B of 1103/28/97 28 4,560 23 C 03/28/97 28 4,660 CERTIFIED BY: DATE:mil' `T 7 ' Laboratory hfanager, General Testing Laboratories,. Quality Assurance for Northwest Construction 9 360-779-9196 APR 41997 %FNF t DATE JOB NO. General Testing Laboratories, Inc. a _ 661 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 t 4"ASA. LOCATION (206) 779-9196 CONTRACTOR OWNER TO r,✓1 n WEATHER TEMP. °at AM at PM PRESENT AT SITE THE FOLLOWING WAS NOTED: GC NL'•Cp /C 5T l D�lXC ML-`.�/7 Lc/SG'r= v�-1• �d v 7`i�Ac- � ��cc�c/� 7 �( �D•c/Cr2ljTc* M r 1L l�! !.� /`�i S� �l�y'S � /�Ci iZd��C Lc,�rD�/,$'. �D.�./Cr1C�7a' i.✓fdS �`l1Ccc/ c y �61 A ✓/ 0,I S �J,/es S'�.�Cl d- /z���I rr 0 7, ��v✓o1ca >9'" a;l d WU M 4 A►►�" 4.Z- 1, ("11 A-r2e"7 c ����' S� r v /j i/I -�c7-r O �0 r S,HA-4rlo L✓�5 �",o%a�/ /l 7 � o f �'...�rt� Ale Si X to •�X/2 TEEM 7 COPIES TO 2100� r - T� SIGNED � Lf L PRODUCT 241 LJW&?InC..Grolon,Wn.01471 To Order ROVE TOLL FREE I-Mn54Z RECYCLED PAPER 9§ Contents:40%Pre-Consumer•10%Post-Consumer t General Testing Laboratories, Inc. DATE Jo 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 clyzS Z— LOCATION(360) 779-9196 '� �/ �e TO CONTRACTOR OWNER �n �� Gi (s�l li r' WEATHER TEMP. oat AM 0&3M A PRESENT AT SITE BAN -61991 1 THE FOLLOWING WAS NOTECIWERALSERvICES D 1A2� 0,FC ids /WN > A-/71, s ' A,8 )r�.'o<1"► SAAA, —mod? U ac 0-oy,r) 496 Jr , --:SdCl'e, rn1 V- C-Y�SG�R C G 1E COPIES TO SIGNED General Testing Laboratories, Inc. DATE a-P C SOB 18970 3rd Ave. N.E., P.O. Box 1586 Z.; JECT Poulsbo, Washington 98370 LOCA ON (360) 779-9196 6 CONTRACTOR OWNER TO Mc� W.X� '�ll� YLL �Q(� [�' I pig! l WEATHER TE o at Wo pm S °at nit PRESENT AT SITE THE FOLLOWING WAS NOTED: > r AJy-,97`1 ?J Cl 1/ta M7oA%1 TAVNG N. C"r/U Fejl S r a �l� i�r$G7= AQ U!/j1S'/U 7 r 77AJ c,s J'•�Foe R�e1,1 u rwuck-'fe Ale A�-e�L--wep &>- /?Ajy /M-r—rV COPIES TO SIGNED a General Testing Laboratories, Inc. DATE JOB NO./-6- 6 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 A N LOCATION �J (360) 779-9196 15 ' 11-7ti CONTRACTOR OWNER TO ��C 3r i C ��L'1S 'Q4'�J 1 li WEATHER TEMP. O at t• M '04j 3 -2 °at .C-�G�M PRESENT AT SITE THE FOLLOWING WAS NOTED: %�Sf',�C�i r��j S!`�iy? >A,� r>y G ,�2.(_� G',�� �7'/�l-1 0 CGS //U L�i���Tiy•.J V; j- A)t'c i,:5 c(�G�%/�/�S pN cS // Wiob !� ` /Z L `ymFx� TDJc �?lc 4 A. COPIES TO y Flip— ryyG� SIGNED 1 L 1 General Testing Laboratories, Inc. DATE ! _ JD6 NO. -� 18970 3rd Ave. N.E., P.O. Box 1586 -PROJECT Poulsbo, Washington 98370 �� LOCATION (360) 779-9196 �I• � fit") ✓ /' �r 96 CONTRACTOR OWNER ..FATHER TEMP. °at AM t °at PM PRESENT AT SITE THE FOLLOWING WAS NOTED: i,'V 4 AA_.:; )C:!0,2 1',r,%9N�'� �' � J & e j 7 T-0 1 14A)3 l r «f C lP/q c i f, 7s5 /Zbed i 5 C OMEP46 i 'k) r" C C?.,j c F�-6 19 N i) �:LA,() EjJ /�7;4 L 5•c i),(3 it C" N (X( i r� )C r� :3 y lUlnr pa 4p r�J�r��i C G��'s"�'4 COPIES TO � SIGNE { ei I Testing Laboratories, Inc. DATE JOB NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT ' Poulsbo, Washington 98370 LOCATION (360) 779-9196 CONTRACTOR OWNER TO C C ._ EAT-EER fw TEMP. o at AM oat ,,i PM 11 21 W7 PRESENT AT VIITE N�Qa1_SERVICES THE FOLLOWING WAS NOTED: V �%.�t �•t- 1� C 1A oU'�r jea> c 7 01< O�H<�-ly) ,0�� s f y L/AIIS. Cd�Ci? G' ( !�S ��<<(7 �' IA5 J19, S #" �-�"� Tir/VylCC S� slH.•+► �Z i A/IC •S /� 4 ""4! �� e �9 Z1 �'Ilr uJ9� T /ccri�! /`.PD�✓1 r I r ` lVe. G X r 2 �r la r/3 cvlCteC' C'.sS t�rz �D�+�.ZNSS/0 "r IA/ . r J `v 4LJQ 6~ f/5�K 0� (AJ 1,9 /�C C•t!S �C'��5 t1/9� - rHiCE �,c/ 5'c�t;.�cr2 `r.clp .i�l�<<•�l lit/N 4r-5 _.4 5IA 1 Gz/ t'nnVV A �� — / c.��is� �i�.(n�• ���o��c�' �5111)1 a if a --On F,✓.si/ �'/2���, �,;y s 9G Z � ,�rs� > D T-E�q COPIES TO SIGNED 18970 •Third Avenue NE, P.O. Box 1586, Poulsbo, WA 98370 CLIENT: L CONTRACT#: DATE: ; _ _� PAGE / OF PROJECT: /;lS�, �o•� �ro�l5 �� ;�� PROJECT #: 3- �,(� �, ( REPORT #: CONTRACTOR: L��o SUB-CONTRACTOR: IN-PLACE DENSITY METHOD: ( ) ASTM D-1556 D-2292 MAXIMUM DENSITY Saudcoue Nuclear TEST METHOD: C CONIPACfION LOCATION FIELD DENSITY o RE.Q111RF11 LAB CURVE "I P VALUES A LBS./CU. FT PERCENT U 111:1''rll MOISTURE r FST OR _ _ _ 1 N11"I ItE'R EILEIVAIION 1VE:r DRY UI'11NI11"I ImN- Wr. U C «O`% L,�4L ;4,:kF • J WArER°6 1.l1S./CUPr N II 7 � l.3.5. 1;11,111) SIII I;RV ISOR: c �'--- � — --- ----- --- -- _ SOII.S 'I'CCIINI('IAN: r General Testing Laboratories, Inc. DATE 1 , �4 — � JOg NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 �� Y)W-L LOCATION (360) 779-9196 rm-'-) 1, �� ��'' CONTRACTOR OWNER To �� �' EGG ' f ' yn&t�k'iv �J WEATHER TEMP. oat • AM °at ''-' PM PRESENT AT SITE THE FOLLOWING WAS NOTED: 151ql7l Aj G. 4 Ajp C e4jTf)L) U D a AFCC 0 F= /aQ u 10/N 4;�c A h� /� pfI 5��� S�-A t3 .` /�t-i ®► F`Z,, 4 A k D A /of s 7"&-fj Kin�c?k'/h r 70 �i5/�?,Zr- v{--I L A P4 b,cam i h5 ti 5- � G. U (dfG (f t<S i 4n;J //0 L4 S rRy ZIA)i'�'i:m5 r6 CD/;7l�'�9rT ;�l1C /irH��n c���rk� ti� S ��i �5•�Li to J COPIES TO General Testing Laboratories, Inc. DATE JOB ND- 6,� 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 LOCATIO 1 (360) 779-9196 /'j CONTRACTOR OWNER TO w WEATHER � TEMP. �• Oat l I AM -at PRESENT AT SITE 4 JAN 27 'M7 THE FOLLOWING WAS NOTED: S�RUI(:FS f]/►,I V Fu fg AWN C „V--Fbei�i i�� �5"?'v'_� . + % t3�r�iYt COPIES TO SVC SIGNED �- � JOB N General Testing Laboratories, Inc. DATE O. r 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 'W -Aj � LOCATION (360) 779_9196 - 6 7�av CONTRACTOR OWNER TO E., WEATHER TEMP.�L at �h AM nn y/ RESENT AT SITE �� r) 4 19 THE FOLLOWING WAS NOTED!F_RALSERVICES >l-4A,1 S Teld,L 1017jEd/.5 x�&Z 2u,RA-W or-",v T5 e-,<L!A;L-✓ �//U T.5 r - 3" /e 7 v�,f' GrF�•9�<l��S �r SH E --© �-1�c3U �f Aup �/A-X -7-/0 COPIES TO �'�J MIKE) SIGNED , , F ����w�� 'r/L/' t'iy�t►f�l��� i ., General Testing Laboratories, Inc. DATE JOB NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 l� LOCATION (360) 779-9196 CONTRACTOR OWNER TO WEATHER TEMP. Oat AM N/ 0at� �PM RESENT AT SITE THE FOLLOWING WAS NOTED: '{—NERAL SERVICE It-�'l/rI .��'►r7,el��lsSt'" G Ti�/j OA✓ c75 /,-/0 &0Cli�' ��i�fi9�y9Z io.0 (�(Jfl�4 1E5- %0 "1"642 1/�'ST Z,-2 Xa:-W �N �''��C:7�('�G 9L� `�� y��C�it1� .�/�%�'oE' //L?�Si��s•�,� �C"/i2/�tJ G Z9T S'ZZZ �7,AT 'Z'- zz COPIES TO — SIGNED i t General Testing Laboratories, Inc. °" �- 7,° 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT R 0 Poulsbo, Washington 98370 4 �,L LOCATION (360) 779-9196 CONTRACTOR n Q OWNER TO1�- WEATHER TEMP./J °at M 1/V '7 °at ��}"-PM PRE ENT AT SITE THE FOLLOWING WAS NOTED: //1SPVG T/a?,1 r`/e�� 1�11)D ee � %A�5I� G i/a�.J OAS 0 f- T46AJ S P/9 i� � X//0y< /p �KO� ��~ TO A -a!* .4 X �S T 1n1 G r1'I L 1_ S (l)49F ©/= �A),D 1.=-iiyA_ A4�,!45e 7"f�l��� ACC 4g�Plou r = �r 2r �/o > J d7 u S R v t 19b'S7 '.-NEPAL SEAUIrgg COPIES TO SIGNED beneral Testing Laboratories, Inc. DATE _ C) JOB NO�'��' j 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT 1 / Poulsbo, Washington 98370 /C LOCATION (360) 779-9196 e'r�J �f� n CONTRACTOR OWNER TO C— ♦ WEATHER TEMP. °at AM ,� °at PRESENT AT SITE THE FOLLOWING WAS NOTED: •L �2/po) c� /�/ //7 l (//� �'//`C /G L/ v�J Sal�� re,P 27/,,:7 �%P �96 ASPb IA)%57?*,4 4g�-V 0A) A �Sl R�r�JS �GGn 6b i AJ e T�-. FFR 26 M7 -67N t I 41, _/_,, 1s9 "'-� a--� --)- COPIES TO TERMTRUR CO) D SIGNED A� ♦ , f General Testing Laboratories, Inc. D'; JOR NO. 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 :- f-.,NJ 4- LOCATION (360) 779-9196 c /l`�-rf yin CONTRACTOR OWNER TO ! ► lC � I 7- WEATHER TEMP. O at I _ AM il t4 �YA� P rF . C1�� Oat 1 �PM F E B 2 8191-7 PRESENT AT 517E -NEWSERVICE° THE FOLLOWING WAS NOTED:' F�+: rt 4A,% Ax is 7711A-) COPIES TO SIGNED �I � General Testing Laboratories, Inc. DATE S Jog ND % 18970 3rd Ave. N.E., P.O. Box 1586 PROJECT Poulsbo, Washington 98370 0V/'6& L L� LOCATION (360) 779-9196 `—�/� '�- CONTRACTOR OWNER 1 TO ., WEATHER- TEMP. / oat ;•toM _ -.at PM PRESENT AT SITE Mai MAR THE FOLLOWING WAS NOTED: R/al ��/I� '� 7 C COPIES TO R&M D 0 D f n� SIGNED