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Sample Record for 2020-08-21-17

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Matt Antonelli Structure Rep.: Faisal Zahlout

Sample Information

DIME Sample ID: 2020-08-21-17
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: 08/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1015-821
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex Lytle Creek

Material Information

The concrete mix design number: 1616573
The truck number from where the sample was collected: 10067785
The batch plant ticket number from where the sample was collected: 41110944
Concrete batch plant: Cemex Lytle Creek
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: RW 52 CIDH Pile Foundation
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2020-08-21-17-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/02/2020
Date Tested: 09/18/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.03 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.56 in^2
Compressive strength (to nearest 10 psi) 5630 psi
Maximum load on cylinder 1 158030 lb
Maximum load on cylinder 2 162710 lb
Compressive strength of cylinder 1 5570.3 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5697.1 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 no data

Test 2 of 2

DIME Test ID: 2020-08-21-17-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/02/2020
Date Tested: 10/02/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 5920 psi
Maximum load on cylinder 1 169075 lb
Maximum load on cylinder 2 166960 lb
Compressive strength of cylinder 1 5959.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5885.1 psi
Type of fracture pattern of cylinder 2 3
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 data