Sample Record for 2026-03-18-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000762 DEA: 11430364 EFIS: 1118000109
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-79-20.2/53.0
Work Description: CULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE
Contractor Name: NATIONWIDE CONTRACTING SERVICES, INC. DBA NATIONWIDE GENERAL CONSTRUCTION SERVICES
Contractor Address: 7660 Liberty Drive, Huntington Beach, CA 92647
Resident Engineer: Ryan Sresovich Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-03-18-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/18/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2026
The quantity of what the sample constitutes: Field Sample
A brief description of the sample: Field Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Superior Murrietta
Material Information
The concrete mix design number: C9363P-25
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Field Sample
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-03-18-1-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/26/2026
Date Tested: 03/25/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 7 Day, 2090 psi< 3600 psi@42 days, does not comply
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.97 in
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|
Cross sectional area of cylinder 1
|
28.09 in^2
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|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2090 psi
|
|
Maximum load on cylinder 1
|
59490 lb
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Maximum load on cylinder 2
|
57800 lb
|
|
Compressive strength of cylinder 1
|
2117.8 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
2065.0 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
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|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test
DIME Test ID: 2026-03-18-1-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/02/2026
Date Tested: 04/01/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 14 Day, 3600psi @42 days, does not comply
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2820 psi
|
|
Maximum load on cylinder 1
|
81935 lb
|
|
Maximum load on cylinder 2
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76400 lb
|
|
Compressive strength of cylinder 1
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2916.9 psi
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Compressive strength of cylinder 2
|
2719.8 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
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test
DIME Test ID: 2026-03-18-1-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/15/2026
Date Tested: 04/15/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 28 Day, 3600psi @42 days, does not comply
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3390 psi
|
|
Maximum load on cylinder 1
|
98430 lb
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Maximum load on cylinder 2
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91865 lb
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Compressive strength of cylinder 1
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3504.1 psi
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Compressive strength of cylinder 2
|
3270.4 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
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test
DIME Test ID: 2026-03-18-1-5
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 03/20/2026
Date Tested: 03/19/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test
DIME Test ID: 2026-03-18-1-6
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 03/20/2026
Date Tested: 03/19/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test
DIME Test ID: 2026-03-18-1-7
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 03/20/2026
Date Tested: 03/19/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit weight of the concrete
|
144 lb/ft^3
|
|
Cement content
|
590 lb/yd^3
|
Test
DIME Test ID: 2026-03-18-1-8
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 03/20/2026
Date Tested: 03/19/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
