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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(0173) NR
(C2311
MIX DESIGN NO. S62524 TOTAL YARDS NR 67F
TEMP(C1064)
TICKET NUMBER 180019 CAST!MIX TIME 11:53am/11:01am CONCRETE 62F
TEMPIC1064)
LOCATION OF POUR Stair Tower Caisson at Hale Medical Center Side
NOTES NR ut 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 RECAL.DATE On File
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)' 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/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 3/5/14 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-In.
PLANT Irwindale NO.OF SAMPLES 3 AIR(C173) NR
IC231)
MIX DESIGN NO. HRC06047 TOTAL YARDS NR NR
TEMP(C1084)
TICKET NUMBER 122 CAST!MIX TIME 9:21 am/8:02am CONCRETE 60F
TEMP(C1064)
LOCATION OF POUR Pile Cap Pedestrian Bridge Hale Medical Side
NOTES NR=Not Reported
4,. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 3/7/14 EQUIPMENT USED On File
REPORT DATE 4/2/14 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 Pc BREAK
NUMBER TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPES
(DAYS)' TEST TEST IN. IN. IN. IN.
45067,1. 1 7 3/12/14 6:22 AM 6.00 6.00 NA NA 28.27 101,730 3,598 3
45087.1. 2 28 4/2/14 6:50 AM 6.00 6.00 NA NA 28.27 141,160 4,993 3
45067.1. 3 28 4/2/14 6:55 AM 6.00 6.00 NA NA 28.27 138,010 4,881 3
Avg.Pc28= 4,937
'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: THE 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 INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00.043-327 FIELD IDENTIFICATION: NR
CAST DATE 3/5/14 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-in.
NO. SAMPLES 3 AIR(C173) NR
PLANT Irwindale (C231(
NR AIR NR
MIX DESIGN NO. HRC06047 TOTAL YARDS TEMP(C1064)
CAST/MIX TIME 9:21am/8:02am CONCRETE 60F
TICKET NUMBER 1122 TEMPIC1084)
LOCATION OF POUR Pile Cap Pedestrian Bridge 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. 3/7/14 EQUIPMENT USED On File
REPORT DATE 3/12/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.I REGAL.DATE On File
AGE AT DATE TIME SPECIMEN DIMENSIONS_•IN 2 AREA LOAD 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.
45067.1. 1 7 3/12/14 6:22 AM 6.00 6.00 NA NA 28.27 101,730 3,598 3
45067.1.2 28 4/2/14
45067.1. 3 28 4/2/14
Avg.F'c20= #0IV/01
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA II 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.
WHORIZEDRE
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE)
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: BOO-043-327 FIELD IDENTIFICATION: NR
CAST DATE 3/7/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hale Medical Center SPECIFIED F'c-PSI For Information Only CEMENT TYPE NR
CONC.SUPPLIER NR CAST BY Scott McGuire ADMIXTURE NR
PLANT NR NO.OF SAMPLES 3 SLUMP NR
MIX DESIGN NO. Spec/Type S TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER NR CAST/MIX TIME 12:30pm/11:34am AIR/CONC NR
TEMP.
LOCATION OF POUR Elevator Block Wall at Hospital Side
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C39
DATE SPECIMENS RECVD. 3/13/14 EQUIPMENT USED F9
REPORT DATE 4/4/14 SN OF EQUIPMENT 04149
TECHNICIAN On File CALIB./RECAL.DATE 2/14-2/15
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.2 AREA LOAD Pc BREAK
NUMBER TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
(DAYS)' TEST TEST IN. IN. IN IN.
45138.1.1 28 4/4/14 2:40 PM 2.00 2.00 NA NA 3.14 10,870 3,460 3
45138.1.2 Not Testable-Not Properly Consolidated
45138.1.3 Not Testable-Not Properly Consolidated
'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.
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE)
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: 800-043-327 FIELD IDENTIFICATION: NR
CAST DATE 3111/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI For Information Only CEMENT TYPE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire ADMIXTURE NR
PLANT NR NO.OF SAMPLES 3 SLUMP NR
MIX DESIGN NO. Spec Mix-Type S TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER NR CAST I MIX TIME 10:52am/9:40am AIR/CONC NR
TEMP.
LOCATION OF POUR Elevator Wall,Second Lift
NOTES NR=Not Reported
A.
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C39
DATE SPECIMENS RECVD. 3/13/14 EQUIPMENT USED F8
REPORT DATE 4/8/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.' AREA LOAD F'c BREAK
TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPES
NUMBER
(DAYS)1 TEST TEST IN. IN. IN. IN.
y
45138.2.1 7 3/18/14 12:15 PM 2.01 2.01 NA NA 3.17 7,870 2,480 3
45138.2.2 28 4/8/14 12:03 PM 2.01 2.01 NA NA 3.17 10,790 3,401 3
45138.2.3 28 4/8/14 12:06 PM 2.00 2.00 NA NA 3.14 11,650 3,708 3
Avg.F'c28= 3,554
'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.
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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 3/11/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED re-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 8-3/4-in.
MIX DESIGN NO. 1604G TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER 134782 CAST/MIX TIME 7:02am 1 6:41 am AIR/CONC NR
TEMP.(01064)
LOCATION OF POUR Block Wall Elevator Room
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1019
DATE SPECIMENS RECVD. 3/13/14 EQUIPMENT USED F8
REPORT DATE 4/8/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
SPECIMEN AGE AT DATE TIME PERCENT SPECIMEN DIMENSIONS-IN.2 AREA LOAD F'C BREAK
IDENTIFICATION TEST OF OF OUT OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER DAYS' TEST TEST PLUMB 6 6 7 it (M)
45138.3.1 7 3/18/14 2:35 PM 0.0 3.31 3.39 3.29 3.40 11.20 29,580 2,640 3
5.29 5.27 5.28 5.31 (1.58)
3.35 3.30 3.33 3.31 11.04
45138.3.2 28 4/8/14 6:11 AM 0.0 - - 51,870 4,699 4
5.40 5.37 5.37 5.38 (1,62)
45138.3.3 28 4/8/14 6:14 AM 0.0 3.36 3.28 3.38 3.30 11.09 49,800 4,492 3
5.31 5.35 5.33 5.33 (1.6)
Avg.F'c2$= 4,595
'Test Schedule Provided by the Client
'Specimen dimensions 1-4=width and length of each face at mldheight;5 through B=specimen height at midwtdth.
'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 3/11/14 DESCRIPTION Concrete Grout Mortar Shotaete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED Pc-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 8-3/4-in.
MIX DESIGN NO. 11304G TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER 134782 CAST/MIX TIME 7:02am/6:41 am AIR/CONC NR
TEMP.(C1064)
LOCATION OF POUR Block Wall Elevator Room
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1019
DATE SPECIMENS RECVD. 3/13/14 EQUIPMENT USED F8
REPORT DATE 3/18/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
SPECIMEN AGE AT DATE TIME PERCENT SPECIMEN DIMENSIONS-IN.2 AREA LOAD F•c BREAK
IDENTIFICATION TEST OF OF OUT OF 1 2 3 4 SO.IN. LBS. PSI TYPE'
NUMBER DAYS' TEST TEST PLUMB 5 6 7 8 (M)
3.31 3.39 3.29 3.40 11.20
45138.3.1 7 3/18/14 2:35 PM 0.0 29,580 2,640 3
5.29 5.27 5.28 5.31 (1 58)
45138.3.2 28 4/8/14
45138.3.3 28 4/8/14
Avg.F'c28= #131V/01
'Test Schedule Provided by the Client
2Specimen dimensions 1-4=width and length of each face at midheight;5 through 8=specimen height at midwidth.
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/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
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 3/13/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Pnsm Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 8.1/2-in.
MIX DESIGN NO. 1604G TOTAL YARDS NR AIR CONTENT NR
CAST 1 MIX TIME 8:43am/70 min. AIR/CONC NR/52F
TICKET NUMBER 134870 TEMP.(C1064)
LOCATION OF POUR Elevator Room,Second Lift
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1019
DATE SPECIMENS RECVD. 3/17/14 EQUIPMENT USED F8
REPORT DATE 4/10/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB./RECAL.DATE 12/13-12/14
SPECIMEN AGE AT DATE TIME PERCENT SPECIMEN DIMENSIONS-IN.' AREA LOAD Fc BREAK
IDENTIFICATION TEST OF OF OUT OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER DAYS' TEST TEST PLUMB 8 6 7 8 on)
3.36 3.45 3.35 3.47 11.61 31,050 2 675 3
45209.1.1 7 3/20/14 11:42 AM 0.0 -
5.29 5.31 5.30 5.28 (1.55)
3.39 3.45 3.38 3.47 11.71 44,470 3,797 3
45209.1.2 28 4/10/14 6:51 AM 0.0 - -- - -
5.29 5.27 5.28 5.30 (1 54) T T
3.42 3.50 3.40 3.47 11.88
45209.1.3 28 4/10/14 6:54 AM 0.0 - 44,830 3,772 3
5.31 5.34 5.32 5.33 (1.54)
~ Avg.Fc28= 3,785
'Test Schedule Provided by the Client
Specimen dimensions 1-4=width and length of each face at midheight;5 through 8=specimen height at midwidth.
'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.
AUTH ED SIGNATURE
MT-OF-009
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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 3/13/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 8-1/2-in.
MIX DESIGN NO. 1604G TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER 134870 CAST/MIX TIME 8:43am/70 min. AIR/CONC NR/52F
TEMP.(01064)
LOCATION OF POUR Elevator Room,Second Lift
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1019
DATE SPECIMENS RECVD. 3/17/14 EQUIPMENT USED F9
REPORT DATE 3/20/14 SN OF EQUIPMENT 04149
TECHNICIAN On File CALIB./RECAL.DATE 2/14-2115
SPECIMEN AGE AT DATE TIME PERCENT _SPECIMEN DIMENSIONS-IN.' AREA LOAD F'c BREAK
IDENTIFICATION TEST OF OF OUT OF 1 2 3 4 SO.IN, LBS. PSI TYPE'
NUMBER DAYS' TEST TEST PLUMB 6 8 7 8
......_... 111111
3.36 3.45 3.35 3.47 11.61
45209.1.1 7 3/20/14 11:42 AM 0.0 31,050 2,675 3
5.29 5.31 5.30 5.28 11.551
45209.1.2 28 4/10/14 _...__
45209.1.3 28 4/10/14 --..._.. ........._._
Avg.F'c28= #DIVIO!
'Test Schedule Provided by the Client
`Specimen dimensions 1-4=width and length of each face at midhelght;5 through 8=specimen height at midwidth.
'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:FOR INFORMATION ONLY.
•— e,/ r' f y
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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 3/14/14 DESCRIPTION Concrete CEMENT TYPE II/V
CONTRACTOR Hakanson SPECIFIED F'c-PSI 5,000 ADMIXTURE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGulre SLUMP(C143) 4-3/4
PLANT Irwindale NO.OF SAMPLES 3 AIR(C173) NR
(C2311
MIX DESIGN NO. HRC06017 TOTAL YARDS NR AIR NR
TEMP(C1064)
TICKET NUMBER 122002500 CAST/MIX TIME 10:05am/9:11 CONCRETE 50F
TEMP(C1064)
LOCATION OF POUR Hale Medical Side Bridge Abutments
NOTES NR=Not Reported
*- Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 3/17/14 EQUIPMENT USED On File
REPORT DATE 3/21114 SN OF EQUIPMENT On File On File CALIB./RECAL.DATE On File
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 TYPE'
NUMBER (DAYS) TEST TEST IN. IN. IN. IN.
45245.1, 1 7 3/21/14 1:10 PM 4.00 4.00 NA NA 12.57 72,450 5,765 3
45245.1. 2 28 4/11/14
45245.1. 3 28 4/11/14
Avg.Pc28= #DIV/0I
'Test Schedule Provided by the Client
'Dimensions 1 and 2=D;ameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>Vd>1.8
'Break Type Designation Per ASTM C39 Figure 2: 1=Cona, 2=Cone and Crack, 3=Columnar, 4=Diagonal, 5=Side Fracture, 6=Side Fracture Point
COMPLIANCE WITH SPECIFIED STRENGTH/COMMENTS: For Information Only.
AUTNORI2EDi�lAE
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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 3/18/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hakanson SPECIFIED F'c-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 8-1/2-in.
MIX DESIGN NO. 1604PS TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER 134983 CAST I MIX TIME 8:05am/6:23am AIR/CONC NR
TEMP.(01064)
LOCATION OF POUR Elevator Block Wall,Third Lift
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1019
DATE SPECIMENS RECVD. 3/20/14 EQUIPMENT USED F9
REPORT DATE 3/25/14 SN OF EQUIPMENT 04149
TECHNICIAN On File CALIB./RECAL.DATE 2/14-2/15
SPECIMEN AGE AT DATE TIME PERCENT SPECIMEN DIMENSIONS-IN.? AREA LOAD PC BREAK
IDENTIFICATION TEST OF OF OUT OF 1 2 3 4 5Q.IN. LBS. PSI TYPES
NUMBER DAYS, TEST TEST PLUMB 9 8 7 8 (hri)
45322.1.1 7 3/25/14 1:53 PM 0.0 3.42 3.35 3.40 3.33 11.39
— --._.___.__�_____.,_.......1.._.._..._...- 22,330 1,961 3
5.27 5.29 5.30 5.30 0.57)
45322.1.2 28 4115/14 ...__ ^ — -
45322.1.3 28 4/15/14 �- MIIIIIIM......._. —
111111111111.= 1111
Avg.F'c25= #DIV/0!
1 Test Schedule Provided by the Client
Specimen dimensions 1-4=width and length of each face at midheight;5 through 8=specimen height at midwidth.
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/COMMENTS:FOR INFORMATION ONLY.
...... <fr,f,"
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE)
PROJECT NAME: Hale Medical Bridge INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Gary Rubin
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: NR FIELD IDENTIFICATION: NR
CAST DATE 3/6/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hale SPECIFIED F'c-PSI 1,800 CEMENT TYPE NR
CONC.SUPPLIER Spec Mix CAST BY Gary Rubin ADMIXTURE NR
PLANT NR NO.OF SAMPLES 3 SLUMP NR
MIX DESIGN NO. Type S TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER NR CAST/MIX TIME NR AIR/CONC NR
TEMP.
LOCATION OF POUR First Lift of Elevator Shaft
NOTES NR=Not Reported
slaw
Results relate only to the tested specimens.
' LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C39
DATE SPECIMENS RECVD. 3/25/14 EQUIPMENT USED F8
REPORT DATE 4/3/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.l REGAL.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.
45434.1.1 20 3/26/14 12:10 PM 2.00 2.00 NA NA 3.14 10,560 3,361 4
45434.1.2 28 4/3/14 11:21 AM 2.01 2.01 NA NA 3.17 12,720 4,009 3
45434.1.3 28 4/3/14 11:24 AM 2.01 2.00 NA NA 3.16 13,090 4,146 3
Avg. F'c28= 4,077
'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.
AUTHO' D SI • A.--
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA(ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE)
PROJECT NAME: Hale Medical Bridge INSPECTION FIRM OR CLIENT:Structural Observation Group,Inc.
PROJECT ADDRESS: 289 West Huntington Drive INSPECTOR'S NAME: Gary Rubin
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: NR FIELD IDENTIFICATION: NR
CAST DATE 3/6/14 DESCRIPTION Concrete Grout mortar l shotcrete Masonry Prism Other
CONTRACTOR Hale SPECIFIED F'c-PSI 1,800 CEMENT TYPE NR
CONC.SUPPLIER Spec Mix CAST BY Gary Rubin ADMIXTURE NR
PLANT NR NO.OF SAMPLES 3 SLUMP NR
MIX DESIGN NO. Type S TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER NR CAST I MIX TIME NR AIR/CONC NR
TEMP.
LOCATION OF POUR First Lift of Elevator Shaft
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C39
DATE SPECIMENS RECVD. 3/25/14 EQUIPMENT USED F8
REPORT DATE 3126/14 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 F'c BREAK
NUMBER TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE
(DAYS)1 TEST TEST IN. IN. IN. IN.
45434.1.1 20 3/26/14 12:10 PM 2.00 2.00 NA NA 3.14 10,560 3,361 4
45434.1.2 28 4/3/14
45434.1.3 28 4/3/14
Avg.F'c2e= #DIVIO!
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>1Id>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.
\
AUTH9IZED SIG T IRE
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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 3/21/14 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(13173) NR
(C2311
AIR
MIX DESIGN NO. HRC06047 TOTAL YARDS NR NR
TEMP(C1064)
TICKET NUMBER 122002808 CAST!MIX TIME 10:45am/9:59am CONCRETE
1064) 70F
LOCATION OF POUR Footings for Monument Sign
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 3/27/14 EQUIPMENT USED On File
REPORT DATE 4/18/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.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.
45452.1. 1 7 3/28/14 12:48 PM 6.00 6.00 NA NA 28.27 112,210 3,969 3
45452.1. 2 28 4/18/14 11:30 AM 6.00 6.00 NA NA 28.27 164,160 5,806 3
45452.1. 3 28 4/18/14 11:35 AM 6.00 6.00 NA NA 28.27 167,130 5,911 3
•
Avg.F'c28= 5,859
'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: THE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
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1111111111111111111111111111fIlIIIIII 1111111 TTTT
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 3/21/14 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. HRC06047 TOTAL YARDS NR NR
TEMP(C1064)
TICKET NUMBER 122002808 CAST/MIX TIME 10:45am/9:59am CONCRETE 70F
TEMP(C1064)
LOCATION OF POUR Footings for Monument Sign
NOTES NR=Not Reported
O• Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 3/27/14 EQUIPMENT USED On File
REPORT DATE 3/28/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB./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 TYPES
(DAYS)1 TEST TEST IN. IN. IN. IN.
45452.1. 1 7 3/28/14 12:48 PM 6.00 6.00 NA NA 28.27 112,210 3,969 3
45452.1. 2 28 4/18/14
45452.1. 3 28 4/18/14
Avg.F'c28= #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.IAU RIZED 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 3/25/14 DESCRIPTION Concrete CEMENT TYPE II/V
CONTRACTOR Hale SPECIFIED Pc-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
IC2311
MIX DESIGN NO. HRC06047 TOTAL YARDS NR AIR NR
TEMP(C1064)
TICKET NUMBER 122002925 CAST/MIX TIME 1:25pm/12:20pm CONCRETE 70F
TEMP(C1064)
LOCATION OF POUR Fl Pile Cap for Stair Landing and Pile Cap for Concrete Anchorage
NOTES NR=Not Reported
4..., Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 3/27/14 EQUIPMENT USED On File
REPORT DATE 4/1/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.f 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) TEST TEST IN. IN, IN. IN.
45452.2. 1 7 4/1/14 9:36 AM 6.00 6.00 NA NA 28,27 120,570 4,264 3
45452.2. 2 28 4/22/14
45452.2. 3 28 4/22/14
Avg.Pc78= #DIV!01
'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: For Information Only.
...1d
AUTHO- •SI �U
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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 3/25/14 DESCRIPTION Concrete CEMENT TYPE II/V
CONTRACTOR Hale 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
1C231)
AIR
MIX DESIGN NO. HRC06047 TOTAL YARDS NR NR
TEMP(C1064)
TICKET NUMBER 122002925 CAST I MIX TIME 1:25pm/12:20pm CONCRETE 70F
TEMP(C1064)
LOCATION OF POUR F1 Pile Cap for Stair Landing and Pile Cap for Concrete Anchorage
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 3/27/14 EQUIPMENT USED On File
REPORT DATE 4/22/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.l 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 TYPES
NUMBER
(DAYS)1 TEST TEST IN. IN. IN. IN.
45452.2. 1 7 4/1/14 9:36 AM 6.00 6.00 NA NA 28.27 120,570 4,264 3
45452.2. 2 28 4/22/14 6:51 AM 6.00 6.00 NA NA 28.27 155,730 5,508 3
45452.2. 3 28 4/22/14 6:54 AM 6.00 6.00 NA NA 28.27 162,920 5,762 3
Avg.F'c28 s 6,635
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA it 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
COMPLIANCE WITH SPECIFIED STRENGTH/COMMENTS: THE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
AUTHO-ZEDS•'A •`E.
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7 Page 1 of 1 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 3/24/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hale SPECIFIED F'c-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Spragues CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 3 SLUMP(C143) 8-3/4-in.
MIX DESIGN NO. 1604G TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER 135164 CAST I MIX TIME 12:04pm/11:28am AIR/CONC NR
TEMP.(01064)
LOCATION OF POUR Elevator Block Wall,5th Lift
NOTES NR=Not Reported
alp„ Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1019
DATE SPECIMENS RECVD. 3/27/14 EQUIPMENT USED F8
REPORT DATE 4/21/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB./REGAL.DATE 12/13-12/14
SPECIMEN AGE AT DATE TIME PERCENT SPECIMEN DIMENSIONS4N t AREA LOAD F'c BREAK
IDENTIFICATION TEST OF OF OUT OF 1 2 3 _ 4 SQ.IN. LBS. PSI TYPE'
NUMBER DAYS' TEST TEST PLUMB 6 8 7 8 (hit)
45453.1.1 7 3/31/14 9:14 AM 0.0 3.34 3.42 3.35 3.45 11.49 28,210 2,455 3
5.19 5.17 5.18 5.20 (1.53)
45453.1.2 28 4/21/14 12:00 PM 0.0 3.27 3.37 3.28 3.36 11.02 34,610 3,141 3
5.22 5.25 5.21 5.23 (1.57)
45453.1.3 28 4/21/14 12:05 PM 0.0 3.37 3.46 3.38 3.44 11 64 36,110 3,101 3
5.31 5.34 5.30 5.32 (1.56)
Avg.F'c28= 3,121
'Test Schedule Provided by the Client
Specimen dimensions 1-4=width and length of each face at midheight;5 through 8=specimen height at midwidth.
'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: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATE 3/24/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hale SPECIFIED F'c-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Spragues CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO,OF SAMPLES 3 SLUMP(C143) 8-3/4-in.
MIX DESIGN NO. 1604G TOTAL YARDS NR AIR CONTENT NR
CAST I MIX TIME 12:04 m 111'28am AIR/CONC NR
TICKET NUMBER 135164 p TEMP.(01064)
LOCATION OF POUR Elevator Block Wall,5th Lift
NOTES NR=Not Reported
•- Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1019
DATE SPECIMENS RECVD. 3/27/14 EQUIPMENT USED F8
REPORT DATE 3/31/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.I RECAL.DATE 12/13-12/14
SPECIMEN AGE AT DATE TIME PERCENT SPECIMEN DIMENSIONS-IN 2 AREA LOAD F'c BREAK
IDENTIFICATION TEST OF OF OUT OF 1 2 3 4 SQ.IN._ LBS. PSI TYPE'
NUMBER DAYS' TEST TEST PLUMB 6 8 1 8 tl "
3.34 3.42 3.35 3.45 11.49 28,210 2,455 3
45453.1.1 7 3/31/14 9:14 AM 0.0 .
5.19 5.17 5.18 5.20 (1.531
45453.1.2 28 4/21/14 .__...--
45453.1.3 28 4/21/14
Avg.F'c25= #DIV/Ol
'Test Schedule Provided by the Client
2Specimen dimensions 1-4=width and length of each face at midheight;5 through 8=specimen height at midwldth.
'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
w 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 GR Bridge 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 3/20/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Hale SPECIFIED F'c-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Sprague's CAST BY Gary E.Rubin ADMIXTURE NR
PLANT NR NO.OF SAMPLES 2 SLUMP NR
MIX DESIGN NO. 16046 TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER B346070 CAST!MIX TIME NR AIR/CONC NR
TEMP.
LOCATION OF POUR Bridge Elevator Shaft
NOTES Specimens were cut into 2x2 cubes.
ar. NR=Not Reported.Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA-ASTM C109
DATE SPECIMENS RECVD. 3/28/14 EQUIPMENT USED F8
REPORT DATE 4/17114 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.!RECAL.DATE 12/13-12/14
SPECIMEN AGE AT DATE TIME PERCENT SPECIMEN DIMENSIONS-IN.' AREA LOAD F'c BREAK
IDENTIFICATION TEST OF OF OUT OF 1 2 3 4 SO.IN. LBS. PSI TYPE'
NUMBER DAYS' TEST TEST PLUMB 6 6 7 8 two
1.986 1.991 1.987 1.990 3.95
45454.1.1 28 4/17/14 2:00 PM 0.0 13,920 3,520 3
2.009 2.008 2.010 2.011 11.01)
45454.1.2 28 4/17/14 2:05 PM 0.0 1'982 1,989 1.984 1.990 3.95 12,230 3,100 3
2.009 2.012 2.011 2.009 11.01)
illiiii 11111
IN_
Avg.F'c28= 3,310
1 Test Schedule Provided by the Client
'Specimen dimensions 1-4=width and length of each face at midheight;5 through 8=specimen height at midwidth.
'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.
AUTHQ'IZED SI AT '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 INSPECTORS NAME: Scott McGuire
Arcadia,Ca INSPECTOR'S LICENSE NO.: On File
PERMIT NUMBER: B00-043-327 FIELD IDENTIFICATION: NR
CAST DATA(ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE)
CAST DATE 3/27/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Ducz SPECIFIED F'c-PSI 2,500 T CEMENT TYPE NR
CONC.SUPPLIER Sprague's CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 4 SLUMP 8-1/2-in.
MIX DESIGN NO. I604G TOTAL YARDS NR AIR CONTENT NR
CAST 1 MIX TIME 2:20pm/12:59pm AIR/CONC NR/72F
TICKET NUMBER NR TEMP.
LOCATION IN Elevator Block Wall,Top of Wall
STRUCTURE
NOTES (2)Specimens were cut into 3x3 cores.
NR=Not Reported. Results relate only to the tested specimens.
.. LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C42 AND C39
DATE SPECIMENS RECVD. 3/31/14 EQUIPMENT USED F8
REPORT DATE 4/24/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB.1 RECAL.DATE 12/13-12/14
AGE AT DATE TIME
SPECIMEN DIMENSIONS-IN.2 AREA' LOAD F'c BREAK SPECIMEN IDENTIFICATION TEST OF OF 3 4 SQ.IN. LBS. PSI TYPE a
NUMBER 1 2
(DAYS)' TEST TEST 5 8 h/d
45509.1.1 7 4/3/14 2:10 PM 3.01 3.03 6.06 6.06 7.16 5.94 5.94 16,130 2,252 4
2.01
6.09 6.08_ 7.14
45509.1.2 14 4/10/14 8:00 AM 3.01 3.02 5 57 5.56 2,02 23,830 3,338 3
45509.1.3 28 4/24/14 6:29 AM 3.01 3.01 6.10 6.11 7.12 27,580 3,876 3
6.00 5.99 2.03
45509.1.4 28 4/24/14 6:32 AM 3.01 3.02 6.06 6.04_ 7.14 26,960 3,776 3
5.95 5.93 2.01
Avg.F'c28= 3,826
'Test Schedule Provided by the Client
'Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Capped Core Height;Dimensions 5 and 6=Uncapped Core Height
'Correction factor for h/d<1.75 applied per ASTM C42(based on capped height divided by average diameter).
°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.
(/�'f,.,'.. -..
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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: BOO-043-327 FIELD IDENTIFICATION: NR
CAST DATA(ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE)
CAST DATE 3/27/14 DESCRIPTION Concrete Grout Mortar Shotcrete Masonry Prism Other
CONTRACTOR Ducz SPECIFIED F'c-PSI 2,500 CEMENT TYPE NR
CONC.SUPPLIER Sprague's CAST BY Scott McGuire ADMIXTURE NR
PLANT Irwindale NO.OF SAMPLES 4 SLUMP 8-1/2-in.
MIX DESIGN NO. 1604G TOTAL YARDS NR AIR CONTENT NR
TICKET NUMBER NR CAST I MIX TIME 2:20pm/12:59pm AIRICONC NR/72F
TEMP.
LOCATION IN Elevator Block Wall,Top of Wall
STRUCTURE
NOTES (2)Specimens were cut into 3x3 cores.
NR=Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C42 AND C39
DATE SPECIMENS RECVD. 3/31/14 EQUIPMENT USED F8
REPORT DATE 4/3/14 SN OF EQUIPMENT 99108
TECHNICIAN On File CALIB./RECAL.DATE 12/13-12/14
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.2 AREA' LOAD F'c BREAK
SPECIMEN IDENTIFICATION TEST OF OF 3 4 SQ.IN. LBS. PSI TYPE`
NUMBER
(DAYS)1 TEST TEST 2 5 6 h/d
45509.1.1 7 4/3/14 2:10 PM 3.01 3.03 .___6.06 6.06 7.16 16,130 2,252 4
5.94 5.94 2.01
45509.1.2 14 4/10/14
45509.1.3 28 4/24/14 —---
45509.1.4 28 4/24/14 - - -
Avg.F'c28= #DIV/0!
'Test Schedule Provided by the Client
Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Capped Core Height;Dimensions 5 and 6=Uncapped Core Height
'Correction factor for hid<1.75 applied per ASTM C42(based on capped height divided by average diameter).
`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 SIGNATU
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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: 800-043-327 FIELD IDENTIFICATION: NR
CAST DATE 3/31/14 DESCRIPTION Concrete CEMENT TYPE NR
CONTRACTOR Hale SPECIFIED F'c•PSI 5,000 ADMIXTURE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire SLUMP(C143) 5-in.
NO. SAMPLES 3 AIR(0173) NR
PLANT Upland (02311
MIX DESIGN NO. HRC06017 TOTAL YARDS NR AIR NR TEMP(C1064)
CAST/MIX TIME 10:50am/9:55am CONCRETE 73F
TICKET NUMBER 101029 TEMP(C1064)
LOCATION OF POUR 13 ft.Hospital Bridge Abutment
NOTES NR=Not Reported
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 4/1/14 EQUIPMENT USED On File
REPORT DATE 4/28/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.I RECAL.DATE On File
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.2 AREA LOAD re BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER (DAYS)' TEST TEST IN. IN. IN, IN.
45557.1. 1 7 4/7/14 11:42 AM 4.00 4.00 NA NA 12.57 66,830 5,318 3
45557.1. 2 28 4/28/14 12:29 PM 4.00 4.00 NA NA 12.57 84,120 6,694 3
45557.1. 3 28 4/28/14 10:01 AM 4.00 4.00 NA NA 12.57 86,410 6,876 3
Avg.F'c28= 6,785
'Test Schedule Provided by the Client
'Dimensions 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 Pant
COMPLIANCE WITH SPECIFIED STRENGTH/COMMENTS: THE TWO SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
G
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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 3/31/14 DESCRIPTION Concrete CEMENT TYPE NR
CONTRACTOR Hale SPECIFIED F'c-PSI 5,000 ADMIXTURE NR
CONC.SUPPLIER Holliday Rock CAST BY Scott McGuire SLUMP(C143) 5-in.
PLANT Upland NO.OF SAMPLES 3 AIR(C173) HR
(C231I
MIX DESIGN NO. HRC06017 TOTAL YARDS NR NR
TEMP(C1064)
TICKET NUMBER 101029 CAST/MIX TIME 10:50am 19:55am CONCRETE 73F
TEMP(C1064)
LOCATION OF POUR 13 ft.Hospital Bridge Abutment
NOTES NR=Not Reported
..
Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD. 4/1/14 EQUIPMENT USED On File
REPORT DATE 4/7/14 SN OF EQUIPMENT On File
TECHNICIAN On Flle CALIB./RECAL.DATE On File
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN.Z 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.
45557.1. 1 7 4/7/14 11:42 AM 4.00 4.00 NA NA 12.57 66,830 5,318 3
45557.1. 2 28 4/29/14
45557.1. 3 28 4/28/14
Avg.F'c25= #DIV/01
'Test Schedule Provided by the Client
2Dimensions 1 and 2=Diameters:Dimensions 3 and 4=Height;NA if Cylinder 2.2>l/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.
AUTI(0`IZED 7.f FIRE
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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)
TICKET NUMBER 180019 CAST/MIX TIME 11:53am/11:01am CONCRETE 62F
TEMP(C1064)
LOCATION OF POUR Stair Tower Caisson at Hale Medical Center Side
NOTES NR=Not Reported
-41110' 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 3/4/14 SN OF EQUIPMENT
On File
TECHNICIAN On File CALIB./RECAL.DATE
On File
SPECIMEN IDENTIFICATION AGE AT DATE TIME SPECIMEN D IMENSIONS-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.
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
44897.1. 3 28 3/25/14
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>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/COMMENTS: For Information Only.
AU •RIZED-,<{(IF.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 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
1C231)
MIX DESIGN NO. S62524 TOTAL YARDS NR AIR 67F
TEMP(C1064)
TICKET NUMBER 180019 CAST/MIX TIME 11:53am/11:01 am CONCRETE 62F
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 3/4/14 SN OF EQUIPMENT On File
TECHNICIAN On File CALIB.1 RECAL.DATE On File
AGE AT DATE TIME SPECIMEN DIMENSIONS-IN? AREA LOAD Fe BREAK
SPECIMEN IDENTIFICATION TEST OF OF 1 2 3 4 SQ.IN. LBS. PSI TYPE'
NUMBER (DAYS)1 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
44897.1. 3 28 3/25/14
Avg.F'c28= #DIV/0!
'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 1 COMMENTS: For Information Only.
AUT,a RIZED/,.'rr RE
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