Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215697 DEA: 07318204 EFIS: 0715000286
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-Route 1-4.0/4.2
Work Description: CM/GC Project - Work consists of constructing secant wall and slope restoration
Location Description: near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
Contractor Name: Flatiron/Drill Tech, a Joint Venture
Contractor Address: 15335 Fairfield Ranch Rd, Chino Hills, CA 91709
Resident Engineer: Saeid Shakeri Structure Rep.: Azizollah Maghsoudloo
DIME Sample ID: 2022-04-13-28
TL Number from the TL Form: 116156
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2022
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 1039-56
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: na
The concrete mix design number: Not Provided
The truck number from where the sample was collected: Not Provided
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Site
Where the material sample would have been placed if not sampled: secant wall 1 Primary Pile 13
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-04-13-28-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/24/2022
Date Tested: 04/27/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
|
0 lb
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5660 psi
|
|
Maximum load on cylinder 1
|
72860 lb
|
|
Maximum load on cylinder 2
|
70750 lb
|
|
Compressive strength of cylinder 1
|
5741.5 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
5575.3 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2022-04-13-28-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/24/2022
Date Tested: 05/11/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
|
0 lb
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6220 psi
|
|
Maximum load on cylinder 1
|
78730 lb
|
|
Maximum load on cylinder 2
|
78390 lb
|
|
Compressive strength of cylinder 1
|
6233.6 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
6206.7 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2022-04-13-28-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/31/2022
Date Tested: 05/25/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
|
0 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6740 psi
|
|
Maximum load on cylinder 1
|
86230 lb
|
|
Maximum load on cylinder 2
|
83620 lb
|
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Compressive strength of cylinder 1
|
6860.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
6620.7 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Age of specimen
|
0 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
