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Sample Record for 2021-08-27-12

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Project Information

Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-I-15,SR-91-6.1-7.6
Work Description: I-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location Description: Junction of I-15 and SR-91 in Corona, CA
Contractor Name: Myers-Rados Joint Venture
Contractor Address: 629 N. Main Street, Suite C3, Corona, CA 92878
Resident Engineer: Roy Fisher Structure Rep.: Luis Negrete

Sample Information

DIME Sample ID: 2021-08-27-12
TL Number from the TL Form: 1
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2021
The quantity of what the sample constitutes: 8
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1026-827
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: cemex fontana

Material Information

The concrete mix design number: 16116153
The truck number from where the sample was collected: 10070485
The batch plant ticket number from where the sample was collected: 29825104
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: I15 Median Sign Foundation STA 222650
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 4

DIME Test ID: 2021-08-27-12-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2021
Date Tested: 09/03/2021
Submitted By Organization: CT - 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: 213-792-4794
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
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
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) 3120 psi
Maximum load on cylinder 1 88660 lb
Maximum load on cylinder 2 86870 lb
Compressive strength of cylinder 1 3156.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3092.6 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
Correction factor for cylinder 2 1
Age of specimen 7 days
Age of specimen in hours 0 hours

Test 2 of 4

DIME Test ID: 2021-08-27-12-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/10/2021
Date Tested: 09/10/2021
Submitted By Organization: CT - 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: 213-792-4794
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
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
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) 4530 psi
Maximum load on cylinder 1 127945 lb
Maximum load on cylinder 2 126487 lb
Compressive strength of cylinder 1 4554.8 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4502.9 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
Correction factor for cylinder 2 1
Age of specimen 14 days
Age of specimen in hours 0 hours

Test 3 of 4

DIME Test ID: 2021-08-27-12-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2021
Date Tested: 09/17/2021
Submitted By Organization: CT - 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: 213-792-4794
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
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.99 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 4740 psi
Maximum load on cylinder 1 134150 lb
Maximum load on cylinder 2 132650 lb
Compressive strength of cylinder 1 4775.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4707.2 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
Correction factor for cylinder 2 1
Age of specimen 21 days
Age of specimen in hours 0 hours

Test 4 of 4

DIME Test ID: 2021-08-27-12-4
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/24/2021
Date Tested: 09/24/2021
Submitted By Organization: CT - 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: 213-792-4794
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
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.98 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 4950 psi
Maximum load on cylinder 1 140030 lb
Maximum load on cylinder 2 138375 lb
Compressive strength of cylinder 1 4969.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4926.1 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
Correction factor for cylinder 2 1
Age of specimen 28 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.