Sample Record for 2026-03-03-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000703 DEA: 11430194 EFIS: 1118000001
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-0.4/R10.2
Work Description: CULVERT RESTORATION, TUNNEL CO MONITORING SYSTEM, & ADA RAMP.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE SOUTH OF ROUTE 5/15 SEPARATION TO 0.4 MILE SOUTH OF ROUTE 52/15 SEPARATION.
Contractor Name: HAZARD CONSRUCTION ENGR, LLC
Contractor Address: 10529 Vine street, Lakeside CA, 92040
Resident Engineer: Genaro Genel-Trujillo Structure Rep.: Anh Ma
Sample Information
DIME Sample ID: 2026-03-03-2
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: 03/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/03/2026
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: CalPortland Miramar
Material Information
The concrete mix design number: 00336362
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: 2026-03-03-2-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 03/05/2026
Date Tested: 03/03/2026
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: 2026-03-03-2-2
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 03/05/2026
Date Tested: 03/03/2026
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: 2026-03-03-2-3
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 03/05/2026
Date Tested: 03/03/2026
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:
|
Unit weight of the concrete
|
145.2 lb/ft^3
|
|
Cement content
|
696.25 lb/yd^3
|
Test
DIME Test ID: 2026-03-03-2-4
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 03/05/2026
Date Tested: 03/03/2026
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: 2026-03-03-2-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/11/2026
Date Tested: 03/10/2026
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
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
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3690 psi
|
|
Maximum load on cylinder 1
|
104585 lb
|
|
Maximum load on cylinder 2
|
103425 lb
|
|
Compressive strength of cylinder 1
|
3711.3 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
3670.2 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
|
7 days
|
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Age of specimen in hours
|
no data0 hours
|
Test
DIME Test ID: 2026-03-03-2-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 03/19/2026.
Reason: retested
Test
DIME Test ID: 2026-03-03-2-10
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/19/2026
Date Tested: 03/18/2026
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, complies
Test Result Compliance: complies
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
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4680 psi
|
|
Maximum load on cylinder 1
|
128995 lb
|
|
Maximum load on cylinder 2
|
133195 lb
|
|
Compressive strength of cylinder 1
|
4608.6 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4741.7 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
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
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14 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test
DIME Test ID: 2026-03-03-2-8
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: 28 Day, 4000psi@42 days, Complies
Test Result Compliance: complies
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
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5380 psi
|
|
Maximum load on cylinder 1
|
149320 lb
|
|
Maximum load on cylinder 2
|
152285 lb
|
|
Compressive strength of cylinder 1
|
5334.8 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
5421.3 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
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
29 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test
DIME Test ID: 2026-03-03-2-9
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/15/2026
Date Tested: 04/14/2026
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: 42 Day
Complies
Test Result Compliance: complies
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
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.97 in
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5330 psi
|
|
Maximum load on cylinder 1
|
147455 lb
|
|
Maximum load on cylinder 2
|
151185 lb
|
|
Compressive strength of cylinder 1
|
5268.1 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
5401.4 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
|
42 days
|
|
Age of specimen in hours
|
no data0 hours
|
