Sample Record for 2023-08-28-31
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214663 DEA: 081F7304 EFIS: 0815000034
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-2.7
Work Description: REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Shaine Shahidi Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-08-28-31
TL Number from the TL Form:
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: 08/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2023
The quantity of what the sample constitutes: 12
A brief description of the sample: 4x8
From where was the sample collected: Job Site
Laboratory sample identification: 1037-828
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
Material Information
The concrete mix design number: 1610887
The truck number from where the sample was collected: Not Provided on TL
The batch plant ticket number from where the sample was collected: Not Provided on TL
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Bridge Deck Washington Ave OC
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2023-08-28-31-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/11/2023
Date Tested: 09/02/2023
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
|
3
|
|
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
|
4.03 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.76 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4560 psi
|
|
Maximum load on cylinder 1
|
58320 lb
|
|
Maximum load on cylinder 2
|
57065 lb
|
|
Maximum load on cylinder 3
|
58440 lb
|
|
Compressive strength of cylinder 1
|
4600.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4470.0 psi
|
|
Compressive strength of cylinder 3
|
4610 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1.00
|
|
Age of specimen
|
5 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 2 of 4
DIME Test ID: 2023-08-28-31-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/11/2023
Date Tested: 09/04/2023
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
|
3
|
|
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
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4990 psi
|
|
Maximum load on cylinder 1
|
64980 lb
|
|
Maximum load on cylinder 2
|
62100 lb
|
|
Maximum load on cylinder 3
|
62780 lb
|
|
Compressive strength of cylinder 1
|
5140.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4890.0 psi
|
|
Compressive strength of cylinder 3
|
4950 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1.00
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 3 of 4
DIME Test ID: 2023-08-28-31-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/11/2023
Date Tested: 09/11/2023
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
|
3
|
|
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
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5410 psi
|
|
Maximum load on cylinder 1
|
67840 lb
|
|
Maximum load on cylinder 2
|
67060 lb
|
|
Maximum load on cylinder 3
|
69990 lb
|
|
Compressive strength of cylinder 1
|
5370.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
5330.0 psi
|
|
Compressive strength of cylinder 3
|
5540 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
|
Correction factor for cylinder 3
|
1.00
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 4 of 4
DIME Test ID: 2023-08-28-31-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/11/2023
Date Tested: 09/25/2023
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
|
3
|
|
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
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5490 psi
|
|
Maximum load on cylinder 1
|
70500 lb
|
|
Maximum load on cylinder 2
|
68550 lb
|
|
Maximum load on cylinder 3
|
69885 lb
|
|
Compressive strength of cylinder 1
|
5560.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5400.0 psi
|
|
Compressive strength of cylinder 3
|
5510 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1.00
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
