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Sample Record for 2021-01-13-15

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-
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.: Zahlout, Faisal

Sample Information

DIME Sample ID: 2021-01-13-15
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: 01/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/14/2021
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1015-113
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex Lytle Creek

Material Information

The concrete mix design number: 1610974
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 41138287
Concrete batch plant: Cemex Lytle Creek
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: Euclid Ave OC Abut 1 Stage 1 Stem of Abut 1 Load 5
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2021-01-13-15-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/04/2021
Date Tested: 01/20/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
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:
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 6.02 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 3910 psi
Maximum load on cylinder 1 110890 lb
Maximum load on cylinder 2 111120 lb
Compressive strength of cylinder 1 3896.3 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3916.8 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 7 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2021-01-13-15-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/04/2021
Date Tested: 02/03/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
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:
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 5540 psi
Maximum load on cylinder 1 154680 lb
Maximum load on cylinder 2 158640 lb
Compressive strength of cylinder 1 5471.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5611.6 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 21 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2021-01-13-15-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/04/2021
Date Tested: 02/10/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
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:
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 5.99 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 5620 psi
Maximum load on cylinder 1 160280 lb
Maximum load on cylinder 2 157980 lb
Compressive strength of cylinder 1 5687.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5550.9 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 data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2021-01-13-15-1ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens01/19/2021Not scheduledMatthew ClaytonCT - Southern Regional Laboratory