HomeMy WebLinkAboutConcrete testing 3 ,—,
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Gary E.Rubin
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: NR FIELD IDENTIFICATION: NR
CAST DATE 11/14/13 DESCRIPTION concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hale SPECIFIED F'c-PSI 5,000 CEMENT TYPE NR
CONC.SUPPLIER Holliday CAST BY Gary E.Rubin ADMIXTURE NR
PLANT NR NO.OF SAMPLES 3 SLUMP(C143) 5-in.
MIX DESIGN NO. HRC05064 TOTAL YARDS NR AIR(C173) NR
(C231)
TICKET NUMBER 1 06001 31 2 CAST I MIX TIME NR AIR/CONC NR
TEMP(C1064)
LOCATION OF POUR Under Panels
NOTES NR=Not Reported
— Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39,C 511,C 617
DATE SPECIMENS RECVD. 11/27/13 EQUIPMENT USED F8
REPORT DATE 12/12/13 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN? AREA LOAD F'c BREAK
NUMBER TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
(DAYS)1 TEST TEST IN. IN. IN. IN.
43257.1.1 14 11/28/13 5:20 AM 4.00 4.01 NA NA 12.60 61,840 4,909 3
43257.1.2 28 12/12/13 8:29 AM 4.00 4.00 NA NA 12.57 70,710 5,627 3
43257.1.3 28 12/12/13 10:21 AM 4.00 4.00 NA NA 12.57 67,760 5,392 3
Avg.F'c28= 5,510
'Test Schedule Provided by the Client
Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA If Cylinder 2.2>Ild>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH I COMJAE TS:THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
•
CAST DATE 11/29/13 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Poem Other
CONTRACTOR Hale Medical Center SPECIFIED F'c-PSI 4,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scot(McGuire ADMIXTURE NR
PLANT Upland NO.OF SAMPLES 3 SLUMP(C143) 5-in.
TOTAL YARDS NR AIR(C173) NR
MIX DESIGN NO. HRC05003 (C231)
CAST!MIX TIME 7:43am/5:46am AIR/CONC 50F/64F
TICKET NUMBER 101024206 TEMP(C1084)
LOCATION OF POUR Front Entry Radius
NOTES NR=Not Reported
;,P, s Results relate only to the tested specimens.
•
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39,C 511,C 617
DATE SPECIMENS RECVD. 12/4/13 EQUIPMENT USED F9
REPORT DATE 12/27/13 SN OF EQUIPMENT 04149
TECHNICIAN On File CALIB.I REGAL.DATE 2/13-2/14
•
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.2 AREA LOAD Pc BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
43362.1.1 6 12/5/13 12:31 PM 4.00 4.00 NA NA 12.57 42,360 3,371 3
43362.1.2 28 12/27/13 9:33 AM 4.00 4.00 NA NA 12.57 59,810 4,760 3
43362.1.3 28 12/27/13 10:03 AM 4.00 4.00 NA NA 12.57 63,430 5,048 5
Avg.Pc28= 4,904
'Test Schedule Provided by the Client
2Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2 a I/d>1.8
3Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture. 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH I C MMENTS:THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 11/22/13 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 4,000 CEMENT TYPE NR
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-in.
AIR(C173) NR
MIX DESIGN NO. HRC06047 TOTAL YARDS NR (C231)
CAST I MIX TIME 5:49am/4:40am AIR/CONC 48F/68F
TICKET NUMBER 124008521 TEMP(C1064)
LOCATION OF POUR Footing for Trash Enclosure
NOTES NR=Not Reported
'" Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39,C 511,C 617
DATE SPECIMENS RECVD. 12/4/13 EQUIPMENT USED F8
REPORT DATE 12/20/13 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.2 AREA LOAD F'c BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER
(DAYS)1 TEST TEST IN. IN. IN. IN.
43362.2.1 13 12/5/13 1:01 PM 6.00 6.00 NA NA 28.27 133,390 4,718 3
43362.2.2 28 12/20/13 5:10 AM 6.00 6.00 NA NA 28.27 157,620 5,575 3
43362.2.3 28 12/20/13 5:13 AM 6.00 6.00 NA NA 28.27 159,400 5,638 3
I
Avg.F'c28= 5,606
'Test Schedule Provided by the Client
2Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>Ud>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH/CO,M+ . THE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
J ,
•AUTHORIZED SIGNATUR?;
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 12/6/13 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 4,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwidale NO.OF SAMPLES 3 SLUMP(C143) 5-in.
TOTAL YARDS NR AIR(C173) NR
MIX DESIGN NO. HRC05003 (C231)
CAST/MIX TIME 7:18am/6:27am AIRICONC 52F/59F
TICKET NUMBER 122001552 TEMP(C1064)
LOCATION OF POUR Pour Strip West Wall
NOTES NR=Not Reported.
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 12/17/13 EQUIPMENT USED F8
REPORT DATE 1/3/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I REGAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN? AREA LOAD Pc BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPES
NUMBER
(DAYS)1 TEST TEST IN. IN. IN. IN.
43602.1.1 12 12/18/13 1:51 PM 4.00 4.01 NA NA 12.60 62,700 4,977 3
43602.1.2 28 1/3/14 10:04 AM 4.00 4.01 NA NA 12.60 74,910 5,946 3
43602.1.3 28 1/3/14 10:25 AM 4.00 4.01 NA NA 12.60 80,340 6,377 3
r
Avg.F'c28= 6,162
'Test Schedule Provided by the Client
2Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>I/d>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH/COMMENTS:THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTORS NAME: Scott McGuire
Arcadia,Ca INSPECTORS LICENSE NO.: On File
PERMIT NUMBER: BOO-043-327 FIELD IDENTIFICATION: NR
CAST DATE 12/13/13 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 5,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwidale NO.OF SAMPLES 3 SLUMP(C143) 5-in.
MIX DESIGN NO. HRC05064 TOTAL YARDS NR AIR(C173) NR(C231)
CAST/MIX TIME 6:39am/5:54am AIR/CONC 42F/NR
TICKET NUMBER 122001614 TEMP(C1064)
LOCATION OF POUR Downstairs Bathroom Floor
NOTES NR=Not Reported.
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 12/17/13 EQUIPMENT USED F8
REPORT DATE 1/10/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I REGAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN 2 AREA LOAD Pc BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPES
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
43602.2.1 7 12/20/13 6:18 AM 4.00 4.01 NA NA 12.60 77,450 6,148 4
43602.2.2 28 1/10/14 11:22 AM 4.00 4.01 NA NA 12.60 100,050 7,942 4
43602.2.3 28 1/10/14 11:16 AM 4.00 4.01 NA NA 12.60 96,950 7,696 5
Avg.Pc28= 7,819
1
'Test Schedule Provided by the Client
2Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>lid>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
,•_ COMPLIANCE WITH SPECIFIED STRENGTH I COMMENTS:THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
i
AUTHORIZED SIGNA RE /'
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 12/13/13 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 5,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwidale NO.OF SAMPLES 3 SLUMP(C143) 5-in.
AIR(C173) NR
MIX DESIGN NO. HRC05064 TOTAL YARDS NR (C231)
CAST 1 MIX TIME 6:39am/5:54am AIR/CONC 42F/NR
TICKET NUMBER 122001614 TEMP(C1064)
LOCATION OF POUR Downstairs Bathroom Floor
NOTES NR=Not Reported.
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 12/17/13 EQUIPMENT USED F8
REPORT DATE 12/20/13 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN 2 AREA LOAD Pc BREAK
TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
43602.2.1 7 12/20/13 6:18 AM 4.00 4.01 NA NA 12.60 77,450 6,148 4
43602.2.2 28 1/10/14
43602.2.3 28 1/10/14
Avg.Pc2a= #DIV10!
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>lId>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH I COMMENTS:FOR INFORMATION ONLY.
AUTHORIZED SIGNATUR,.
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B0O-043-327 FIELD IDENTIFICATION: Set#1
CAST DATE 12/26/13 DESCRIPTION Concret8 Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c•PSI 3,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 4-3/4-in.
MIX DESIGN NO. HRC11008 TOTAL YARDS NR AIR(C173) NR
(C231)
TICKET NUMBER 111008422 CAST/MIX TIME 6:58am/6:23am AIRICONC 48F 48F/57F
LOCATION OF POUR Set#1:Third Floor Deck Slab at Line 7.2/B.4
NOTES Lite Weight
r, NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 12/27/13 EQUIPMENT USED F8
REPORT DATE 1/2/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.' AREA LOAD F'c BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER (DAYS)' TEST TEST IN. IN. IN. IN.
43797.1.1 7 1/2/14 9:01 AM 4.00 4.00 NA NA 12.57 35,770 2,847 3
43797.1.2 28 1/23/14
43797.1.3 28 1/23/14
Avg.F'c28= #DIV/0!
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>Ud>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH!CO MENTS:'FOR INFORMATION ONLY.
AUTHORIZED SIGNATURE ( ,/
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: Set#3
CAST DATE 12/26113 DESCRIPTION goncret@ Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c.PSI 3,000 CEMENT TYPE III V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-in.
AIR(C173) NR
MIX DESIGN NO. HRC11008 TOTAL YARDS NR (C231)
CAST I MIX TIME 10:18am 19:34am AIRICONC 55F/58F
TICKET NUMBER 111008442 TEMP(C1064)
LOCATION OF POUR Set#3:Third Floor Deck Slab at Line 1.6/A.4
NOTES Light Weight
NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 12/27/13 EQUIPMENT USED F8
REPORT DATE 1/2/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB./RECAL.DATE 12/13-12/14
I AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.2 AREA LOAD Pc BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER (DAYS)' TEST TEST IN. IN. IN. IN.
43797.3.1 7 1/2/14 11:01 AM 4,00 4.00 NA NA 12.57 32,490 2,585 4
43797.3.2 28 1/23/14
43797.3.3 28 1/23/14
Avg.Pc28= #DIV/0I
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>lid>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
/� COMPLIANCE WITH SPECIFIED STRENGTH/COMMENTS:FOR INFORMATION ONLY.
1
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I II1111111111111111111111111011111111 , 111I111 TITT
TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: 500-043-327 FIELD IDENTIFICATION: Set#1
CAST DATE 12/20/13 DESCRIPTION Concretg Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED Pc-PSI 3,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-1/4-in.
MIX DESIGN NO. HRC11008 TOTAL YARDS NR AIR(0173) NR(C231)
CAST I MIX TIME 8:50am/6:57am AIRICONC 46F 164F
TICKET NUMBER 111008391 TEMP(C1os4)
LOCATION OF POUR Set#1:First Floor Deck Slab at Laundry/Storage
NOTES Lite Weight
.+a► NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 12/27/13 EQUIPMENT USED F8
REPORT DATE 12/30/13 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN 2 AREA LOAD PC BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE
NUMBER (DAYS)/ TEST TEST IN. IN. IN. IN.
43797.4.1 10 12/30/13 10:23 AM 4.00 4.00 NA NA 12.57 36,370 2,894 4
43797.4.2 28 1/17/14
43797.4.3 28 1/17/14
Avg.Pc28= #DIV/0!
'Test Schedule Provided by the Client
2Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>1/d>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH!COMMENTSQR INFORMATION ONLY.
AUTHtSRIZED SIGNATUR
,/.1 Pape t of 1 MT-0F-001
12-10 V10
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: Set#2
CAST DATE 12/20/13 DESCRIPTION concrete Grout Mortar Shotcrele Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 3,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-in.
TOTAL YARDS NR AIR(C173) NR
MIX DESIGN NO. HRC11008 (C231)
CAST I MIX TIME 10:56am/10:31am AIR/CONC 53F/65F
TICKET NUMBER 111008404 TEMP(C1064)
LOCATION OF POUR Set#2:First Deck Slab at Waiting Room
NOTES Lite Weight
— NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 12/27/13 EQUIPMENT USED F8
REPORT DATE 12/30/13 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.2 AREA LOAD Pc BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPES
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
43797.5.1 10 12/30/13 10:53 AM 4.00 4.00 NA NA 12.57 37,190 2,960 3
43797.5.2 28 1/17/14
43797.5.3 28 1/17/14
Avg.Pc28= #DIV/0!
'Test Schedule Provided by the Client
Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>Ud>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH/CQM�MENTS• QR INFORMATION ONLY.
me. //
AUTHORIZED SIGNATURE /
'," Pogo I oft MT-OF-001
12-13 V10
6.1 ' JI •7 i111 u ■ ■ 11 ■►,■ -V I I•I ■ 11.'11 • • 1 1 roil �/
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: Set#3
CAST DATE 12/20/13 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 3,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-1/4-in.
MIX DESIGN NO. HRC11008 TOTAL YARDS NR AIR((173) NR(C231)
CAST I MIX TIME 12:08pm/11:21am AIR/CON( 53F 1 66F
TICKET NUMBER 111008409 TEMP(C1064)
LOCATION OF POUR Set#3:First Floor Deck Nurse's Station
NOTES Lite Weight
,8,.,,, NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 12/27/13 EQUIPMENT USED F8
REPORT DATE 12/30/13 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I REGAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.° AREA LOAD F'c BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
43797.6.1 10 12/30/13 10:47 AM 4.00 4.00 NA NA 12.57 46,590 3,708 3
43797.6.2 28 1/17/14
43797.6.3 28 1/17/14
Avg.F'c28= #DIV/O!
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>Ud>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH-! •MMENTS:FOR INFORMATION ONLY.
...,. ' ..-
AUTHORIZED SIGNATURE,
r
// Page 1 of 1 MT-OF-001
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 12/30/13 DESCRIPTION Concrelt Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 3,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-
MIX DESIGN NO. HRC11008 TOTAL YARDS NR AIR(C173) NR(C231)
TICKET NUMBER 111008448 CAST/MIX TIME 7:02am/6:15am AIRICONC 46F/65F TEMP(C1064)
LOCATION OF POUR Set#1:4th Floor Deck Slab at Line 7.3-C.2
NOTES Light Weight
NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 1/2/14 EQUIPMENT USED F8
REPORT DATE 1/27/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB./REGAL.DATE 12/13-12/14
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.' _ AREA LOAD F'c BREAK
TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
43861.1.1 7 1/6/14 6:23 AM 4.00 4.00 NA NA 12.57 36,650 2,917 4
43861.1.2 28 1/27/14 12:19 PM 4.00 4.00 NA NA 12.57 53,320 4,243 3
43861.1.3 28 1/27/14 11:12 AM 4.00 4.00 NA NA 12.57 58,420 4,649 3
Avg.F'c28= 4,446
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA 4 Cylinder 2.2>lid>1.8
38reak Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
I
COMPLIANCE WITH SPECIFIED STRENGTH/_ •M NTS:THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
AUTHORIZED SIGNATURE
I I'' Pao.1 of 1 MT-OF-001
12-13 V10
1111
11.1-:111.1,-311111-lu rt_7-r-tU_TJ'_i-77-1rr_1 _
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111111111111 I1 111111111111111H ) 111111 1111111 . IIII
TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale yedical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 12/30/13 DESCRIPTION Concret5 Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c•PSI 3,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-in.
MIX DESIGN NO. HRC11008 TOTAL YARDS NR AIR(C173) NR
(0231)
TICKET NUMBER 111008448 CAST/MIX TIME 7:02am/6:15am AIR/GONG 46F/65F
TEMP(C1064)
LOCATION OF POUR Set#1:4th Floor Deck Slab at Line 7.3-C.2
NOTES Light Weight
NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 1/2/14 EQUIPMENT USED F8
REPORT DATE 1/6/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB./RECAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIM ENSIONS-IN 2 AREA LOAD Pc BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPES
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
�
._ 43861.1.1 7 1/6/14 6:23 AM 4.00 4.00 NA NA 12,57 36,650 2,917 4
43861.1.2 28 1/27/14
43861.1.3 28 1/27/14
_...—.-----__ — — Avg.F'c28= #DIV/01
'Test Schedule Provided by the Client
2Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA it Cylinder 2.2>1/d>1.8
31:3reak Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH/COMMENTS:FOR INFORMATION ONLY.
AUTHORIZED SIGNAT RE
YYYY Page 1 of 1 MT-0F-001
12.13 V10
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: 1300-043-327 FIELD IDENTIFICATION: NR
CAST DATE 12/30/13 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED Pc-PSI 3,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-1/2-in.
AIR(C173) NR
MIX DESIGN NO. HRC11008 TOTAL YARDS NR (0231)
CAST I MIX TIME 8:44am/8:07am AIRICONC 44F/65F
TICKET NUMBER 111008458 TEMP(C1064)
LOCATION OF POUR Set#2:4th Floor Deck Slab at 4.6-D.2
NOTES Light Weight
Amok NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 1/2/14 EQUIPMENT USED F8
REPORT DATE 1/27/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN 2 AREA LOAD Pc BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPES
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
43861.2.1 7 1/6/14 6:20 AM 4.00 4.00 NA NA 12.57 31,360 2,496 3
43861.2.2 28 1/27/14 11:18 AM 4.00 4.00 NA NA 12.57 42,880 3,412 4
43861.2.3 28 1/27/14 11:06 AM 4.00 4.00 NA NA 12.57 49,300 3,923 3
Avg.Pc28= 3,668
'Test Schedule Provided by the Client
Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>lid>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH/COM 1t:THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
f
AUTHORIZED SIGNATURE
Page 1 of 1 MT-OF-001
/ 2-13 V10
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Hale Medical Center INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 12/30/13 DESCRIPTION Concret@ Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 3,000 CEMENT TYPE II/V
CONC.SUPPLIER Holliday CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 5-1/2-in.
MIX DESIGN NO. HRC11008 TOTAL YARDS NR AIR(0173) NR
(C231)
TICKET NUMBER 111008458 CAST f MIX TIME 8:44am/8:07am AIR/CONC 44F/65F
TEMP(C1064)
LOCATION OF POUR Set#2:4th Floor Deck Slab at 4.6-D.2
NOTES Light Weight
NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 1/2/14 EQUIPMENT USED F8
REPORT DATE 1/6/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB./RECAL.DATE 12/13-12/14
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN! AREA LOAD Pc BREAK
NUMBER TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPES
(DAYS)1 TEST TEST IN. IN. IN. IN.
43861.2.1 7 1/6/14 6:20 AM 4.00 4.00 NA NA 12.57 31,360 2,496 3
43861.2.2 28 1/27/14
43861.2.3 28 1/27/14
Avg.F'c28= #DIV/01
'Test Schedule Provided by the Client
2Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>1/d>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH! OMMENTS:FOR INFORMATION ONLY.
AUTHORIZED SIGNATUR
Papa 1 of 1 MT-OF-001
12-13 V10