HomeMy WebLinkAbout3837-2; ALGA NORTE COMMUNITY PARK; COMPRESSION TEST REPORTS FOR CORES; 2013-05-01'i'.;i- :7-
Construction Testing & Engineering, Inc.
1441 Montiel Road, Suite 115
Escondido, CA 92026
(760) 746-4955 Fax:(760) 746-9806 Sample Group #
4S1RUC1't4 TEMWS & EINI, INC. REPORT OF COMPRESSION TEST FOR CORES 1121892
Project Name Alga Norte Community Park Project No 10-112181
Project Address NWC of Alicante Rd & Poinsettia Ln City Carlsbad
Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A
Engineer N/A ArchitectN/A
Bldg Permit No Plan File No
Govt Contract # DSA/OSHPD
Sample Group Data
Report of Shotcrete Cores Measured Specified
Placement Date 5/1/2013 Slump (in.) 2.5 N/A
Supplier/Plant Superior Ready Mix Air Temp (°F) 67 N/A
Mix Number/Descr SH-868P / N/A Mix Temp (°F) 75 N/A
Mix Design. 4000 psi 27.6 MPa Air Content (%) N/A N/A
Specified Strength *3400 psi #Error MPa Field Unit Wt N/A
Specified Date 5/29/2013 Dry Unit Wt
Truck No. 042 Ticket #: 238037 Age: N/A Mm. Samples Made By: Alvin Waiter
•
Set #: N/A Load #: N/A Date Recd in Lab: 5/2/2013 Logged In by: N/A
Admixture N/A N/A Gallons of water added at N/A byN/A Cement Type II
Specific Location SOUTH SKATEBOARD BOWL @ SOUTH HIP WALL BETWEEN SOUTHEAST AND SOUTHWEST CORNER
Special Instructions/Remarks * According to ACI 506.2 the mean compressive strength of 3 cores must exceed 85% of req. strength
Core Compression Data
Date
Tested
Sample
Group #
Lab # Core
Diameter
Length Core Length
Capped
Test
Area
Lc/D Correction
Factor
Max
Load
Fracture
Type,
Compressive
Strength
5/29/2013 1121892 92A 2.74 5.280 5.47 5.893 2.00 1 12,840 3 2,180
5/29/2013 1121892 92B 2.74 . 5.330 5.51 5.893 2.01 1 17,820 3 3,020
5/29/2013 1121892 92C 2.74 5.300 5.45 5.893. 1.99 1 . 18,500 3 3,140
Comments: .
.
Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077
Checked by: Date: Reviewed by:_ Date:_____
Erik Campbell, Lab Manager
cc: City of Carlsbad .
Construction Testing & Engineering, Inc.
1441 Montiel Road, Suite 115
Escondido, CA 92026
(760) 746-4955 Fax:(760) 746-9806 Sample Group #
INC. REPORT OF COMPRESSION TEST FOR CORES 1121891
Project Name Alga Norte Community Park Project No 10-11218T
ProjectAddress NWC of Alicante Rd & Poinsettia Ln City Carlsbad
Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A
Engineer N/A ArchitectN/A
Bldg Permit No Plan File No
Govt Contract # DSA/OSHPD_____________________________
Sample Group Data
Report of Shotcrete Cores Measured Specified
Placement Date 4/30/2013 Slump (in.) 2.5 N/A
Supplier/Plant Superior Ready Mix Air Temp (°F) 66 N/A
Mix Number/Descr SH-868P / N/A Mix Temp (°F) 80 N/A
Mix Design 4000 psi 27.6 MPa Air Content (%) N/A N/A
Specified Strength *3400 psi #Error MPa Field Unit Wt N/A
Specified Date 5/28/2013 Dry Unit Wt
Truck No. 217 Ticket#: 110072 Age: N/A Mm. Samples Made By: Alvin Walter
•
Set #: N/A Load #: N/A . Date Rec'd in Lab: 5/1/2013 Logged in by: N/A
Admixture N/A N/A Gallons of water added at N/A byN/A Cement Type II
Specific Location NORTHEAST CORNER OF SOUTH SKATEBOARD BOWL
Special Instructions/Remarks * According to ACI 506.2 the mean compressive strength of 3 cores must exceed 85% of req. strength
Core Compression Data
Date
Tested
Sample
Group #
Lab # Core
Diameter
Length Core Length
Capped
Test
Area
Lc/D Correction
Factor
Max
Load
Fracture
Type
Compressive
Strength
5/28/2013 1121891 91A . 2.74 5.290 5.49 5.893 2.00 1 17950 3 3,040
5/28/2013 1121891 91B 2.74 5.230 5.42 . 5.893 . 1.98 1 15,500 3 2,630
5/28/2013 1121891 1 91C 2.74 5.260 5.45 5.893 .1.99 1 . 19,780 3 3,360
Comments:
Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077
Checked by: Date: Reviewed by: 1tCL_AJ"\.... Date:_____
Erik Campbell, Lab Manager .
cc: City of Carlsbad
.
. .
.
Construction Testing & Engineering, Inc.
1441 Montiel Road, Suite 115 . Escondido, CA 92026
(760) 746-4955 Fax: (760) 746-9806
Sample Group # CONSTRUCTION TESTING & ENGINEERING, INC. REPORT OF COMPRESSION TEST FOR CORES 1121889
Project Name Alga Norte Community Park Project No 10-11218T
Project Address NWC of Alicante Rd&Poinsettia Ln City Carlsbad
Gen. Contractor T.B. Penick & Sons, Inc. - Sub-Contractor N/A
Engineer NIA Architect N/A -
Bldg Permit No Plan File No
Gov't Contract # DSAIOSHPD
Sample Group Data
Report of Shotcrete Cores Measured Specified Placement Date 4/25/2013 Slump (in.) 3 N/A
Supplier/Plant Superior Ready Mix Air Temp (°F) 71 N/A
Mix Number/Descr SH-868P/N/A Mix Temp (°F) 75 N/A
Mix Design 4000 psi !.______ MPa Air Content (%) N/A N/A_______ Specified Strength 4000 psi 27.6 MPa Field Unit Wt N/A
Specified Date 5/23/2013 Dry Unit Wt
Truck No. 594 Ticket #: 237665 Age: N/A Min. Samples Made By: Alvin Walter
Set #: N/A Load #: N/A Date Rec'd In Lab: 4/26/2013 Logged in by: N/A
Admixture !Gallons of water added at N/A by N/A Cement Type II
Specific Location NORTHWEST SIDE ON NORTH SKATEBOARD BOWL
Special Instructions/Remarks 3@28
Core Compression Data
Date I Sample Lab # Core Length lCore Length Test Lc/D CorrectionL
l-
ax Fracture Compressive1 I Tested Group # Diameter Capped Area Fact orLoad Type Strength 5/2312013 1121889 89A i{ 2.74 5.300 548 593 - ---.---- -.-.-i_— .................._.. ...__........_._ ...__....4...,......... 5/23/20131 1121889 898 ' 2.74 I 5.300 5.46 5.893 1.99 1 24,980 3 4,240 ..........................---j.-- .........L...............................- ............. 5/23/2013 1121889 89C 2.74 . 5.290 2 5.48 5.893 .00 I 1 27,500 3 4,660 .................. -..--..---..------.--.-.---.----.-..----.- ....
Comments:
Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077.
DSA Approved Documents.
Checked by: Date:. Reviewed by:J1CJ\J\.. Date: 5/24/2013
Erik Campbell, Lab Manager
cc: City of Carlsbad 0
Construction Testing & Engineering, Inc.
1441 Montiel Road, Suite 115
lei
Escondido, CA 92026
(760) 746-4955 Fax:(760) 746-9806 Sample Group #
REPORT OF COMPRESSION TEST FOR CORES 1121888
Project Name Alga Norte Community Park Project No 10-1 1218T
Project Address NWC of Alicante Rd & Poinsettia Ln City Carlsbad
Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A
Engineer N/A ArchitectN/A
Bldg Permit No Plan File No
Gov't Contract # DSA/OSHPD_____________________________
Sample Group Data
Report of Shotcrete Cores Measured Specified
Placement Date 4/24/2013 Slump (in.) 2.5 N/A
Supplier/Plant Superior ReadyMix Air Temp (°F) 69 N/A
Mix Number/Descr SH-868P / N/A Mix Temp (°F) 76 N/A
Mix Design 4000 psi 27.6 MPa Air Content (%) N/A N/A
Specified Strength *3400 psi #Error MPa Field Unit Wt N/A
Specified Date 5/22/2013 Dry Unit Wt
Truck No. 254 Ticket #: 237578 Age: N/A' Min. Samples Made By: Alvin Walter
•
Set #: N/A Load #: N/A Date Rec'd in Lab: 4/25/2013 Logged in by: N/A
Admixture N/A . N/AGallonsof water added at N/A byN/A Cement Type II
Specific Location NORTHEAST SIDE OF NORTH SKATEBOARD BOWL
Special Instructions/Remarks * According to ACI 506.2 the mean compressive strength of 3 cores must exceed 85% of req. strength
Core Compression Data
Date
Tested
Sample
Group #
Lab # Core
Diameter
Length Core Length
Capped
Test
Area
Lc/D Correction
Factor
i Max
Load
Fracture
Type
Compressive
Strength
5/22/2013 1121888 88A 2.74 5.270 5.44 5.893 .1.99 1 18,620 4 3,160
5/22/2013 1121888 j 88B 2.74 5.310 5.48 5.893 2.00 1 15,960 4 2,710
5/22/2013 1121888 88C 2.74 5.330 5.49 5.893 2.00 1 17,080 3 2,900
Comments:
Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077
k— Checked by: Date: Reviewed by: Date:_____
Erik Campbell, Lab Manager
cc: City of Carlsbad
Construction Testing & Engineering, Inc.
1441 Montiel Road, Suite 115
Escondido, CA 92026
(760) 746-4955 Fax:(760) 746-9806 Sample Group #
REPORT OF COMPRESSION TEST FOR CORES 1121888
Project Name Alga Norte Community Park Project No 10-11218T
Project Address NWC of Alicante Rd & Poinsettia Ln City. Carlsbad
Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A
Engineer N/A ArchitectN/A
Bldg Permit No Plan File No
Gov't Contract # DSA/OSHPD_____________________________
Sample Group Data
Report of Shotcrete Cores Measured Specified
Placement Date 4/24/2013 Slump (in.) 2.5 N/A
Supplier/Plant Superior Ready Mix Air Temp (°F) 69 N/A
Mix Number/Descr SH-868P / N/A . Mix Temp (°F) 76 N/A
Mix Design 4000 psi 27.6 MPa Air Content (%) N/A N/A
Specified Strength *3400 psi #Error MPa Field Unit Wt N/A
Specified Date 5/22/2013 Dry Unit Wt
Truck No. 254 Ticket #: 237578 Age: N/A Min. Samples Made By: Alvin Walter
Set #: N/A Load #: N/A Date Rec'd.in Lab: 4/25/2013 Logged in by: N/A
Admixture N/A N/A Gallons of water added at N/A byNIA Cement Type II
Specific Location NORTHEAST SIDE OF NORTH SKATEBOARD BOWL (3@28) (3@56)
Special Instructions/Remarks * According to ACI 506.2 the mean compressive strength of 3 cores must exceed 85% of req. strength
Core Compression Data
Date
Tested
Sample
Group #
Lab # Core
Diameter
Length Core Length
Capped
Test
Area
Lc/D Correction
Factor
Max
Load
Fracture
Type
Compressive
Strength
5/22/2013 1121888 88A 2.74 5.270 5.44 5.893 1.99 . 1 18,620 4 3,160
5/22/2013 1121888 88B 2.74 5.310 5.48 5.893 2.00 1 15,960 4 2,710
5/22/2013 1121888 88C 2.74 5.330 5.49 5.893 2.00 1 17,080 3 2,900
6/19/2013 1121888 88D 2.75 5.390 5.55 5.937 2.02 1 24,210 3 4,080
6/19/2013 1121888 88E 2.75 5.370 5.53 5.937 2.01 1 23,530 3 3,960
6/19/2013 1121888 88F 2.75 5.420 5.58 5.937 2.03 1 20,250 3 3,410
Comments: 56 day test meets 28-day specifications.
Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077
Checked by: Date: Reviewed by: tC...\ Date: 6/19/2013
Erik Campbell, Lab Manager
cc: City of Carlsbad
Construction Testing & Engineering, Inc.
1441 Montiel Road, Suite 115
Escondido, CA 92026
(760) 746-4955 Fax:(760) 746-9806
Sample Group # CONSTUCT1ON TESTING & ENGINEERING, 1W_ REPORT OF COMPRESSION TEST FOR CORES 1121890
Project Name Alga Norte Community Park Project No 10-11218T
Project Address NWC of Alicante Rd & Poinsettia Ln City Carlsbad
Gen. Contractor T.B. Penick & Sons, Inc. Sub-Contractor N/A
Engineer N/A Architect N/A
Bldg Permit No Plan File No
Govt Contract # DSA/OSHPD
Sample Group Data
Report of Shotcrete _çores Measured Specified Placement Date 4/23/2013 Slump (in.) 3 N/A
Supplier/Plant Superior Ready Mix Air Temp (°F) 72 N/A
Mix Number/Descr SH-868P/N/A Mix Temp (°F) 84 N/A
Mix Design 4000 psi 27.6 MPa Air Content (%) . N/A N/A
Specified Strength 4000 psi 27.6 MPa Field Unit Wt N/A
Specified Date 5/21/2013 Dry Unit Wt
Truck No. 211 Ticket #: 237490 Age: N/A Mm. Samples Made By: Alvin Walter
•
Set #: N/A
N/A
Load #: N/A
N/A
Date Rec'd in Lab: 4/24/2013 Logged in by: N/A
Admixture Gallons of water added at !A by N/A Cement Type II
Specific Location SOUTH 1/3RD OF NORTH SKATEBOARD BOWL
Special Instructions/Remarks 3@28
Core Compression Data
Date Sample Lab # Core Length Core Length Test Lc/D 'Correction Max Fracture 'Compressive Tested , Group # Diameter Capped Area Factor Load Type Strength 1 5/21/20131 1121890 1 90A 1 2.74 1 5.410 I 5.57 ..._L...._....._._ 5.893 2.03 1 33,630 3 5,700
[5/21/2013 1121890 906 2.74 j
........--.............
5.330 5.5 .5.893 2.01 ____ 1 23,680 3
___
4,020
5/21/2013 1!JL!JI .: _1 L_.L._ 4,340
Comments:
Sampling and testing conducted in accordance with ASTM Standard designations: C31, C39, C78, C138, C143, C172, C231, C617, C1077.
DSA Approved Documents.
4LJ Checked by: Date: Reviewed by: Date: 5/2212013 Erik Campbell, Lab Manager
cc: City of Carlsbad