HomeMy WebLinkAbout3203; TAMARACK AVE WIDENING CARLSBAD BLVD . TO JEFFERSON ST; TEST RESULTS;fl KLEINFELDER
COMPRESSION TEST REPORT
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Report To: File No: 51-1791-00-001 Date: 07/07/93
Richard E. Cook
Principal Construction Inspector Project: Tamarack Widening
City of Carlsbad Carlsbad, CA
2075 Las Palmas Drive
Carlsbad, CA 92009
Material : Concrete Cement Factor, sk/cy .: 6
Supplier : Escondido Ready Mix Max. Size Agg., in. : 1
Mix No : 5596CAE Admixtures: Air
Spec. Strength, psi : 3,250 at 28 days
Sampled From : Curb and gutter, sta. 21+52
north side . . Measured Specified
Slump, in. : 1.5 2
Ticket/Load/Truck No : 235011/6/524 Air Temp., F : 64 >40
Sampled By : K. Brickley Mix Temp., F : 77 <90
Date Sampled : 05/20/93 Time : 1020 Air Content, % : NA. NA
Date Received : 05/22/93 Set No : 1 Fresh Wt., pcf : NA NA
LABORATORY DATA ASThIC-39
Specimen (CYLIN) No : 9679A 9679B 9679C 9679D
Identification No
Age, days
Date Tested
Dimensions, in
Area, sq. in
Ultimate Load, lbs
7 28 28 Hold
05/27/93 06/17/93 06/17/93 Hold
6x12 6x12 6x12
28.28 28.28 28.28
100,000 126,500 121,500
4,470 4,300
4,390
Compressive Str, psi : 3,540
Average Str, psi
Remarks: not
after
Review b:
Eddie Chapman
Laboratory Manager
Copyright 1993 ICleinfeIder, Inc.
W.
k9 KLEINFELDER
Report To:
Richard E. Cook
Principal Construction Inspector
City of Carlsbad
2075 Las Palmas Drive
Carlsbad, CA 92009 - -.
COMPRESSION TEST REPORT
File No: 51-1791-00-001
Project: Tamarack Widening
Carlsbad, CA
Date: 07/07/93
Material : Concrete Cement Factor, sk/cy : NA
Supplier : Escondido. Ready Mix Max. Size Agg., in. : NA
Mix No : 560C3250 Admixtures: 1% calcium chloride
Spec. Strength, psi : 3,250 at 28 days
Sampled From : Curb and gutter, sta. 29+50
thru 31+00 Measured Specified
Slump, in. . : 4.5 4
Ticket/Load/Truck No : 235108/1/526 Air Temp., F : 78 >40
Sampled By : R. Morris . Mix Temp., F : 81 <90.
Date Sampled : 05/25/93 Time : 1030 Air Content, %
Date Received : 05/26/93 Set No : 1 Fresh Wt., pcf : NA NA
LABORATORY DATA ASTMC-39
Specimen (CYLIN) No : 9684A 9684B 9684C 9684D
Identification No
141516 Age. days : 7 28 28 Hold
Date Tested : 06/01/93 06/22/93 06/22/93 Hold
,.
Dimensions, in : 6x12 6x12 6x12
Area, sq. in 28.28 28.28 28.28
Ultimate Load, lbs : 77,500 116,500 114,500
Compressive Str, psi : 29740 4,120. 4,050 . 4'a. 6Z I'
Average Sir, psi : 4,090
Remarks- . . . Specimens not scheduled for testing will be
discarded after 42 days old.
cc: Reviewed b7:
10 ' ~l' Z'
Eddie Chapman
Laboratory Manager
-
. Copyright 1993 Icleinfelder, Inc.
KLEIN FELDER
COMPRESSION TEST REPORT
Report To: File No: 51-1791-00-001 Date: 07/07/93
Richard E. Cook
Principal Construction Inspector Project: Tamarack Widening
City of Carlsbad Carlsbad, CA
2075 Las Palmas Drive
Carlsbad, CA 92009
MIX DATA
Material : Concrete Cement Factor, sklcy : NA-
Supplier : Escondido Ready Mix Max. Size Agg., in. : NA
Mix No : 560 C 3250 Admixtures : 1% calcium chloride
Spec. Strength, psi : 3,250 at 28 days
Sampled From : South-east corner of
Garfield and Tamarack Measured Specified
V Slump, in. : 3 4
Ticket/Load/Truck No : 235134/1/543 Air Temp., F : 73 >40
Sampled By : E. Chapman Mix Temp., F : 76 <90
Date Sampled : 05/26/93 Time : 1100 Air Content, % :
Date Received : 05/28/93 Set No : 1 Fresh Wt., pcf : NA NA
LABORATORY DATA ASTM C.39
Specimen (CYLIN) No : 9687A 9687B V 9687C 9687D
Identification No
Age, days
Date Tested
Dimensions, in
Area, sq. in
Ultimate Load, lbs
Compressive Str, psi
Average Str, psi
Remarks:
.7 28 28 Hold
06/02/93 06/23/93 06/23/93 Hold
6x12 6x12 6x12
28.28 28.28 28.28
79,000 116,500 114,500
2,790 4,120 4,050
4,090
not after
Reviewed
Eddie Chapman
Laboratory Manager
Copyright 1993 IClemfelder, Inc.
k9 KLEINFELDER
COMPRESSION TEST REPORT
Report To: . File No: 51-1791-00-001 Date: 06/09/93
Richard E Cook
Principal Construction Inspector Project: Tamarack Widening
City of Carlsbad Carlsbad, CA
2075 Las Palmas Drive
Carlsbad, CA 92009
Material : Concrete Cement Factor, sk/cy : NA
Supplier : Escondido Ready Mix Max. Size Agg., in. : NA
Mix No : 560 C 3250 Admixtures: 1% calcium chloride
Spec. Strength, psi : 3,250 at 28 days
Sampled From : Curb and gutter, sta. 29+50•
thni 31+00 Measured Specified
Remarks: Specimens not scheduled for testing will be
discarded after 42 days old.
cc: Reviewed by:
Eddie Chapman
Laboratory Manager
Copyright 1993 ICleinfelder, Inc.
6~