BCOM2022-0025 Compressive Strength TestingAmerican Engineering Laboratories, Inc.
205 W. La Habra Blvd., La Habra, CA 90631
Office:(562) 697-4000 Fax: (562) 697-4009
DATA SHEET : COMPRESSIVE STRENGTH TESTING
Attention:Golden Construction
Project: WelbeHealth La Quinta
Address: 46805 Dune Palms Road
La Quinta, CA. 92253
Permit #: 13 COM-2022-0036
Supplier: Robertson's Ready Mix
Building:
Structure: Slab
Location: At Electric and Plumbing Trench Walls
Cement Type: 11/V
IXI
Ll
n
Concrete
Grout
Mortar
Prisms
Shotcrete
Slurry
Ticket #:
Plant #:
Truck #:
Other
6952709
1587
Load #:
AEL Project No.
Date Cast:
Time Cast:
Time Batched:
Specimen Type:
No.of Sp. Cast:
Air Temp:
Conc. Temp:
Conc. Slump:
Req'd.Comp. Str.:
Req'd.Air:
ProducUMix No.:
Yds.Represent'd:
Water Added:
Admixture:
Sampled By:
Set #:
220193
1l /28/2022
7:00 AM
6:00 AM
6" x 12" Cyl
3
88 F
68 F
4.0 in.
4000 psi
N/A
7 1391C
40
o
None
Antonio B.
'DateCast: 11/28/2022 DateReceived: 11/29/2022 TestedBy: EH
CylinderlD# #1 #2 #3 #4 #5 #6
Date Tested
Spec. Age (Days)
Width #1 (IN)
Width #2 (IN)
Average (IN)
Area (IN" )
12/5/22 12/26/22 12!26/22
7 28 28
6.000 6.000 6.000
6.000 6.000 6.000
6.000 6.000 6.000
28.274 28.274 28.274
IcMoamx pL.oSadt,(L(PBSSI))
,Fracture Type
90500 120250 122540
3200 4250 4330
A D D
E"7[X f
II
II
II
II
II
II
II
II
II
II
A-cone B-cone&split C-cone&shear D-shear E-columnar
[3 Meets Requirements € Does Not Meet Requirements 28-Day Average 4290
IJ Sampled and tested
0 Not sampled and tested
Accordance with DSA approved Documents
Results of Tests were:
0 In compliance
0 NOT In compliance
Requirements of DSA approved Documents
cc: American Engineering Laboratory, Inc.
ProjectArchitect Respecffullysubmitted
Structure Engineer
Projectlnspector BaylorP. Gibson
DSA Regional Office RCE No. 4156E5 GE 2061
American Engineering Laboratories, Inc.
205 W. La Habra Blvd., La Habra, CA 90631
Office:(562) 697-4000 Fax: (562) 697-4009
DATA SHEET : COMPRESSIVE STRENGTH TESTING
Attention:Golden Construction
Project: WelbeHealth La Quinta
Address: 46805 Dune Palms Road
La Quinta, CA. 92253
Permit #: 13 COM-2022-0036
Supplier: Robertson's Ready Mix
Building:
Structure: Slab
Location: At Electric and Plumbing Trench Walls
Cement Type: 11/V
IXI
Ll
n
Concrete
Grout
Mortar
Prisms
Shotcrete
Slurry
Ticket #:
Plant #:
Truck #:
Other
6952709
1587
Load #:
AEL Project No.
Date Cast:
Time Cast:
Time Batched:
Specimen Type:
No.of Sp. Cast:
Air Temp:
Conc. Temp:
Conc. Slump:
Req'd.Comp. Str.:
Req'd.Air:
ProducUMix No.:
Yds.Represent'd:
Water Added:
Admixture:
Sampled By:
Set #:
220193
1l /28/2022
7:00 AM
6:00 AM
6" x 12" Cyl
3
88 F
68 F
4.0 in.
4000 psi
N/A
7 1391C
40
o
None
Antonio B.
'DateCast: 11/28/2022 DateReceived: 11/29/2022 TestedBy: EH
CylinderlD# #1 #2 #3 #4 #5 #6
Date Tested
Spec. Age (Days)
Width #1 (IN)
Width #2 (IN)
Average (IN)
Area (IN" )
12/5/22 12/26/22 12!26/22
7 28 28
6.000 6.000 6.000
6.000 6.000 6.000
6.000 6.000 6.000
28.274 28.274 28.274
IcMoamx pL.oSadt,(L(PBSSI))
,Fracture Type
90500 120250 122540
3200 4250 4330
A D D
E"7[X f
II
II
II
II
II
II
II
II
II
II
A-cone B-cone&split C-cone&shear D-shear E-columnar
[3 Meets Requirements € Does Not Meet Requirements 28-Day Average 4290
IJ Sampled and tested
0 Not sampled and tested
Accordance with DSA approved Documents
Results of Tests were:
0 In compliance
0 NOT In compliance
Requirements of DSA approved Documents
cc: American Engineering Laboratory, Inc.
ProjectArchitect Respecffullysubmitted
Structure Engineer
Projectlnspector BaylorP. Gibson
DSA Regional Office RCE No. 4156E5 GE 2061