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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 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)_5-112-in.
MIX DESIGN NO. HRC11008 TOTAL YARDS NR AIR(C173) NR(C231)
-
CAST I MIX TIME 9:46am/9:11am AIRICONC 53F/69F
TICKET NUMBER 111008465 TEMP(C1064)
LOCATION OF POUR Set#3:4th Floor Deck Slab at Line C.4/1.3
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./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 TYPES
NUMBER (DAYS)1 TEST TEST IN. IN. IN. IN.
43861.3.1 7 1/6/14 6:29 AM 4.00 4.00 NA NA 12.57 41,550 3,306 5
43861.3.2 28 1/27/14 10:39 AM 4.00 4.00 NA NA 12.57 58,410 4,648 5
43861.3.3 28 1/27/14 10:27 AM 4.00 4.00 NA NA 12.57 62,610 4,982 3
Avg.F'c28= 4,815
'Test Schedule Provided by the Client
Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>Rd>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cone, 2=Cone and Crack, 3=Columnar, 4=Diagonal, S=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH/COMM i1' THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
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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: NR
CAST DATE 12/30/13 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(0143) 5-1/2-in.
MIX DESIGN NO. HRC11008 TOTAL YARDS NR AIR(0173) NR
(C231)
TICKET NUMBER 111008465 CAST I MIX TIME 9:46am/9:11 am AIR/CONC 53F/69F
TEMP(C1064)
LOCATION OF POUR Set#3:4th Floor Deck Slab at Line C.4/1.3
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.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.
43861.3.1 7 1/6/14 6:29 AM 4.00 4.00 NA NA 12.57 41,550 3,306 5
43861.3.2 28 1/27/14
43861.3.3 28 1/27/14
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>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.
AUTHORIZED SIGNAT 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: 600-043-327 FIELD IDENTIFICATION: Set#1
CAST DATE 1/3/14 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) 5-1/4-in.
AIR(C173) NR
MIX DESIGN NO. HRC11008 TOTAL YARDS NR (C231)
CAST!MIX TIME 7:10am/6:29am AIR/CONC 51F/64F
TICKET NUMBER 111008475 TEMP(C1064)
LOCATION OF POUR Set#1:Roof Deck at Line 6.7/B.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. 1/14/14 EQUIPMENT USED F8
REPORT DATE 1/31/14 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 TYPE'
NUMBER (DAYS)' TEST TEST IN. IN. IN. IN.
44080.1.1 12 1/15/14 2:15 PM 4.00 4.00 NA NA 12.57 38,260 3,045 5
44080.1.2 28 1/31/14 11:26 AM 4.00 4.00 NA NA 12.57 56,530 4,499 5
44080.1.3 28 1/31/14 9:23 AM 4.00 4.00 NA NA 12.57 57,700 4,592 4
Avg.F'c28= 4,545
'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!COMMENTS:'THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
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#2
CAST DATE 1/3/14 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) 5-1/2-in.
AIR(C173) NR
MIX DESIGN NO. HRC11008 TOTAL YARDS NR (C231)
CAST!MIX TIME 8:30am/7:47am AIR/CONC 50F/63F
TICKET NUMBER 111008485 TEMP(C1064)
LOCATION OF POUR Set#2:Roof Deck at Line 5.8/C.1
NOTES Light Weight
--= NR=Not Reported.Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 1/14/14 EQUIPMENT USED F8
REPORT DATE 1/31/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB./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 TYPES
NUMBER
(DAYS)1 TEST TEST IN. IN. IN. IN.
44080.2.1 12 1/15/14 2:21 PM 4.00 4.00 NA NA 12.57 41,130 3,273 5
44080.2.2 28 1/31/14 6:52 AM 4.00 4.00 NA NA 12.57 55,020 4,378 5
44080.2.3 28 1/31/14 11:11 AM 4.00 4.00 NA NA 12.57 53,990 4,296 5
Avg.F'c28= 4,337
'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!COMMENTS:THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
AUTHORIZED SIGNATUR
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: Set#3
CAST DATE 1/3/14 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) 5-1/2-in.
TOTAL YARDS NR AIR(C173) NR
MIX DESIGN NO. HRC11008 (C231)
CAST I MIX TIME 9:35am/8:59am AIR/CONC 53F/69F
TICKET NUMBER 111008494 TEMP(C1064)
LOCATION OF POUR Set#3:Roof Deck at Line A.7/2.6
NOTES Specimens 44080.3.1 was cast using 6x12 molds.;Specimens 44080.3.2 through 44080.3.3 were cast using 4x8 molds.
:,s. NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 1/14/14 EQUIPMENT USED F8
REPORT DATE 1/31/14 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.
44080.3.1 12 1/15/14 1:56 PM 6.00 6.01 NA NA 28.32 94,280 3,329 5
44080.3.2 28 1/31/14 8:13 AM 4.00 4.00 NA NA 12.57 58,620 4,665 3
_
44080.3.3 28 1/31/14 8:28 AM 4.00 4.00 NA NA 12.57 59,870 4,764 3
Avg.F'c28= 4,715
'Test Schedule Provided by the Client
'Dimensions 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 1 COMMENTS:THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE.
\ /
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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 2/17/14 DESCRIPTION Concrete CEMENT TYPE II/V
CONTRACTOR Hakanson SPECIFIED Pc-PSI 4,000 ADMIXTURE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire SLUMP(C143) 5-1/4
AIR(C173) NR
PLANT Irwindale NO.OF SAMPLES 3 (C2311
AIR 68F
MIX DESIGN NO. HRC05003 TOTAL YARDS NR TEMP(C1064)
CAST/MIX TIME 3:16pm/1:31 pm CONCRETE 63F
TICKET NUMBER 122002123 TEMP(C1064)
LOCATION OF POUR Caisson For Elevator Pit Hospital Parking Lot
NOTES NR=Not Reported
n.
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/20/14 EQUIPMENT USED On File
REPORT DATE 3/17/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB./REGAL.DATE On File
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.
44782.1. 1 7 2/24/14 9:54 AM 4.00 4.00 NA NA 12.57 52,940 4,213 3
44782.1. 2 28 3/17/14 11:33 AM 4.00 4.00 NA NA 12.57 67,300 5,356 3
44782.1. 3 28 3/17/14 11:36 AM 4.00 4.00 NA NA 12.57 70,780 5,633 3
Avg.F'c28= 5,494
'Test Schedule Provided by the Client
`Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>Vd>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 COMMENTS: THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
AUTHORIZED SIG;
MT-OF-001.1
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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 2/17/14 DESCRIPTION Concrete CEMENT TYPE II/V
CONTRACTOR Hakanson SPECIFIED F'c-PSI 4,000 ADMIXTURE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire SLUMP(C143) 5-1/4
PLANT Irwindale NO.OF SAMPLES 3 AIR(C173) NR
_ 1C2311
MIX DESIGN NO. HRC05003 TOTAL YARDS NR AIR 69F
TEMP(C1064)
TICKET NUMBER 122002123 CAST/MIX TIME 3:16pm/1:31 pm CONCRETE 63F
TEMP(C1064)
LOCATION OF POUR Caisson For Elevator Pit Hospital Parking Lot
NOTES NR=Not Reported
_ Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/20/14 EQUIPMENT USED On File
REPORT DATE 2/24/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.I RECAL.DATE On File
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN? 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.
44782.1. 1 7 2/24/14 9:54 AM 4.00 4.00 NA NA 12.57 52,940 4,213 3
44782.1. 2 28 3/17/14
44782.1. 3 28 3/17/14
Avg.F'c28= #DIV/01
'Test Schedule Provided by the Client
Dimensions 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 I COMMENTS: For Information Only.
AUTH•-4 0 EIIGNAT.•E
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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 2/18/14 DESCRIPTION Concrete CEMENT TYPE NR
CONTRACTOR Hakanson SPECIFIED F'c-PSI 4,000 ADMIXTURE NR
CONC.SUPPLIER National Ready Mix Concrete CAST BY Scott McGuire SLUMP(0143) 5-in.
NO. SAMPLES 3 AIR(0173) NR
PLANT Irwindale 102311
AIR 67F
MIX DESIGN NO. S62524 TOTAL YARDS NR TEMP(C1064)
CAST/MIX TIME 2:15pm/1:31 pm CONCRETE 63F
TICKET NUMBER 179580 TEMP(C1064)
LOCATION OF POUR Caisson at Hospital Parking Lot for Stair Tower
NOTES NR=Not Reported
Am.
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/20/14 EQUIPMENT USED On File
REPORT DATE 3/18/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.I RECAL.DATE On File
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.
44782.2. 1 7 2/25/14 10:51 AM 4.00 4.00 NA NA 12.57 52,210 4,155 3
44782.2. 2 28 3/18/14 11:45 AM 4.00 4.00 NA NA 12.57 72,280 5,752 3
44782.2. 3 28 3/18/14 11:48 AM 4.00 4.00 NA NA 12.57 72,490 5,769 3
Avg.F'c28= 5,760
'Test Schedule Provided by the Client
'Dimensions 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 I COMMENTS: THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
AUT •c,• D_ .r -t
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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 2/18/14 DESCRIPTION Concrete CEMENT TYPE NR
CONTRACTOR Hakanson SPECIFIED Pc-PSI 4,000 ADMIXTURE NR
CONC.SUPPLIER National Ready Mix Concrete CAST BY Scott McGuire SLUMP(C143) 5-in.
PLANT Irwindale NO.OF SAMPLES 3 AIR(C173) NR
— — 1C231)
MIX DESIGN NO. S62524 TOTAL YARDS NR AIR 67F
TEMP(C1064)
TICKET NUMBER 179580 CAST I MIX TIME 2:15pm/1:31 pm CONCRETE 63F
TEMP(C1064)
LOCATION OF POUR Caisson at Hospital Parking Lot for Stair Tower
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/20/14 EQUIPMENT USED On File
REPORT DATE 2/25/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.!RECAL.DATE On File
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.' 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.
44782.2. 1 7 2/25/14 10:51 AM 4.00 4.00 NA NA 12.57 52,210 4,155 3
44782.2. 2 28 3/18/14
44782.2. 3 28 3/18/14
Avg.F'cna= #DIV/0!
'Test Schedule Provided by the Client
=Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height:NA if Cylinder 2.2>Vd>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
COMPUANCE WITH SPECIFIED STRENGTH 1 COMMENTS: For Information Only.
AU •RIZED)IGNJRE
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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 2/19/14
DESCRIPTION Concrete CEMENT TYPE NR
CONTRACTOR Hakanson
SPECIFIED F'c-PSI 4,000 ADMIXTURE NR
In.
-(0143)(C 5
CONC.SUPPLIER National Ready Mix Concrete CAST BY Scott McGuire SIR SLUMP MP(0) 5
PLANT Irwindale NO.OF SAMPLES 3 IC2371 NR
AIR 59F
MIX DESIGN NO. S62524 TOTAL YARDS NR TEMP(C1064)
CONCRETE 61F
TICKET NUMBER 179622 CAST 1 MIX TIME 11:57am/11:11 am TEMP(C1064)
LOCATION OF POUR Caisson for Stair Tower at Hospital Parking Lot
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/20(14 EQUIPMENT USED On File
REPORT DATE 3119/14 SN OF EQUIPMENT On File
TECHNICIAN On File CAUB.I RECAL.DATE On File
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.
44782.3. 1 7 2/26/14 11:22 AM 4.00 4.00 NA NA 12.57 52,000 4,138 3
44782.3. 2 28 3/19/14 12:18 PM 4.00 4.00 NA NA 12.57 73,220 5,827 3
447823. 3 28 3/19/14 12:21 PM 4.00 4.00 NA NA 12.57 77,430 6,162 3
Avg.F'c28= 5,994
'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 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 INSPECTOR'S NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
•
CAST DATE 2/19/14 DESCRIPTION Concrete CEMENT TYPE NR
CONTRACTOR Hakanson SPECIFIED Pc-PSI 4,000 ADMIXTURE NR
CONC.SUPPLIER National Ready Mix Concrete CAST BY Scott McGuire SLUMP(C143) 5-in.
NO. SAMPLES 3 AIR(C173) NR
PLANT Irwindale 102311
R AIR 59F
TOTAL YARDS N
MIX DESIGN NO. S62524 TEMP(C1064)
CAST I MIX TIME 11:57am/11:1 lam CONCRETE 61F
TICKET NUMBER 179622 TEMP(C1064)
LOCATION OF POUR Caisson for Stair Tower at Hospital Parking Lot
NOTES NR=Not Reported
Results relate only to the tested specimens.
,
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/20/14 EQUIPMENT USED On File
REPORT DATE 2/26/14 SN OF EQUIPMENT On File•
TECHNICIAN On File CALIB./REGAL.DATE On File
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.
44782.3. 1 7 2/26/14 1122 AM 4.00 4.00 NA NA 12.57 52,000 4,138 3
44782.3. 2 28 3/19/14
44782.3. 3 28 3/19/14
Avg.F•c28= #DIV/01
'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/COMMENTS: For Information Only.
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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
FIELD IDENTIFICATION: NR
PERMIT NUMBER: NR
CAST DATE 2/24114
DESCRIPTION Concrete CEMENT TYPE NR
SPECIFIED F'c•PSI 4,000 ADMIXTURE NR
CONTRACTOR Hale SLUMP(C143) 5-in.
CONC.SUPPLIER National Ready Mix Concrete CAST BY Scott McGuire SL SLUMP(C) 5
PLANT Irwindale NO.OF SAMPLES 3 (C231) NR
AIR 68F
MIX DESIGN NO S62524 TOTAL YARDS NR
TEMP(C1064)
_ _ CONCRETE 63F
TICKET NUMBER 179933 CAST I MIX TIME 12:58pnt/12:07pm TEMP(C1064)
LOCATION OF POUR Stair Tower Caisson Hale Medical Side
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/25/14 EQUIPMENT USED On File
REPORT DATE 3/24/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.I REGAL.DATE On File
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN?
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.
44883.1. 1 7 3/3/14 8:19 AM 4.00 4.01 NA NA 12.60 51,310 4,073 3
44883.1. 2 28 3/24/14 12:49 PM 4.00 4.00 NA NA 12.57 79,030 6,289 3
44883.1. 3 28 3/24/14 12:53 PM 4.00 4.00 NA NA 12.57 77,110 6,136 3
`Avg.F'c28= 6,213
'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: 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: NR FIELD IDENTIFICATION: NR
CAST DATE 2/24/14 DESCRIPTION Concrete CEMENT TYPE NR
r--
CONTRACTOR Hale SPECIFIED F'c-PSI 4,000 ADMIXTURE NR
CONC.SUPPLIER National Ready Mix Concrete CAST BY Scott McGuire SLUMP(C143) 5-in.
PLANT Irwindale NO.OF SAMPLES 3 AIR(C173) NR
iC231)
AIR
MIX DESIGN NO. S62524 TOTAL YARDS NR 68F
TEMP(C1064)
TICKET NUMBER 179933 CAST I MIX TIME 12:58pm/12:07pm CONCRETE 63F
TEMP(C1064)
LOCATION OF POUR Stair Tower Caisson Hale Medical Side
NOTES NR=Not Reported
'" Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/25/14 EQUIPMENT USED On File
REPORT DATE 3/3/14 SN OF EQUIPMENT On File
TECHNICIAN On File CAUB.I RECAL.DATE On File
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.
44883.1. 1 7 3/3/14 8:19 AM 4.00 4.01 NA NA 12.60 51,310 4,073 3
44883.1. 2 28 3/24/14
44883.1. 3 28 3/24/14
Avg.F'c28= #DIV/01
'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.
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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: Eric Moellenkamp
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 2/21/14 DESCRIPTION Concrete CEMENT TYPE II/V
CONTRACTOR Hakanson SPECIFIED F'c•PSI 4,000 ADMIXTURE NR
CONC,SUPPLIER National Ready Mix Concrete CAST BY Eric Moellenkamp SLUMP(0143) 4-1/2
PLANT NR NO.OF SAMPLES 3 AIR(C173) NR
(C231)
AIR
MIX DESIGN NO. S62524 TOTAL YARDS 20 76F
_ TEMP(C1084)
TICKET NUMBER 179800 CAST I MIX TIME NR CONCRETE 76F
TEMP(C1064)
LOCATION OF POUR Pile(F3)Exterior of Building,East Side.
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/26/14 EQUIPMENT USED On File
REPORT DATE 3/21/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.I RECAL.DATE On File
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN 2 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.
44884.1. 1 7 2/28/14 7:45 AM 4.00 4.01 NA NA 12.60 41,520 3,296 3
44884.1. 2 28 3/21/14 10:30 AM 4.00 4.00 NA NA 12.57 66,630 5,302 3
44884.1. 3 28 3/21/14 12:31 PM 4.00 4.00 NA NA 12.57 68,570 5,457 3
Avg.F'c28= 5,379
'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 I COMMENTS: THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
AUT ZED SIGNATURE
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Results relate only to the tested specimens. I
l LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
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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 2/25/14 DESCRIPTION Concrete CEMENT TYPE NR
CONTRACTOR Hale SPECIFIED F'c-PSI 4,000 ADMIXTURE NR
CONC.SUPPLIER National Ready Mix Concrete CAST BY Scott McGuire SLUMP(C143) 5-1/4
PLANT Irwindale NO.OF SAMPLES 3 AIR(C173) NR IC231)
MIX DESIGN NO. S62524 TOTAL YARDS NR AIR 67F
TEMP(C1064)
CAST 1 MIX TIME 11:53am/11:01 am CONCRETE 62F
TICKET NUMBER 180019 TEMP(C1064)
LOCATION OF POUR Stair Tower Caisson at Hale Medical Center Side
NOTES NR=Not Reported
, Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 2/26/14 EQUIPMENT USED On File
REPORT DATE 3/25/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.I REGAL.DATE On File
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.
44897.1. 1 7 3/4/14 8:09 AM 4.00 4.01 NA NA 12.60 55,540 4,409 3
44897.1. 2 28 3/25/14 9:53 AM 4.00 4.00 NA NA 12.57 83,460 6,642 3
44897.1. 3 28 3/25/14 9:13 AM 4.00 4.00 NA NA 12.57 81,410 6,478 3
Avg.F'c28= 6,560
'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, 8=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH I COMMENTS: THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
,---- /
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AUTHORIZED SIGNA?URE
Pope 1 411 MT-0F-001.1
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