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Sample Record for 2022-04-29-22

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Project Information

Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 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.: Alhakem Alina

Sample Information

DIME Sample ID: 2022-04-29-22
TL Number from the TL Form: 1
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: 04/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2022
The quantity of what the sample constitutes: 6
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1026-430
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Myers - Rados Joint Venture

Material Information

The concrete mix design number: 1419984
The truck number from where the sample was collected: NA10067810
The batch plant ticket number from where the sample was collected: 30214070
Concrete batch plant: Myers Rados JV
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: EB91 NE15conn Sta 429.20 to 412.50
Where the material sample would have been placed if not sampled: EB91 NE15 conn Lane and Gore
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-04-29-22-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 05/10/2022
Date Tested: 05/06/2022
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 6
Test performed With no density determined
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.09 in^2
Cross sectional area of cylinder 3 28.37 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Cross sectional area of cylinder 4 28.27 in^2
Cross sectional area of cylinder 5 28.18 in^2
Cross sectional area of cylinder 6 28.18 in^2
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.98 in
Compressive strength of cylinder 1 2069.6 psi
Compressive strength of cylinder 2 2111.8 psi
Average diameter of cylinder 3 6.01 in
Compressive strength of cylinder 3 2098.3 psi
Compressive strength (to nearest 10 psi) 2090 psi
Average diameter of cylinder 4 6.00 in
Compressive strength of cylinder 4 2125.2 psi
Average diameter of cylinder 5 5.99 in
Compressive strength of cylinder 5 2034.1 psi
Average diameter of cylinder 6 5.99 in
Compressive strength of cylinder 6 2086.2 psi
Maximum load on cylinder 1 58320 lb
Maximum load on cylinder 2 59320 lb
Maximum load on cylinder 3 59530 lb
Maximum load on cylinder 4 60080 lb
Maximum load on cylinder 5 57320 lb
Maximum load on cylinder 6 58790 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 1
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days