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Sample Record for 2019-11-21-13

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

Project Information

Project ID: 213477 DEA: 080H4704 EFIS: 0812000074 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-2-2.44
Work Description: WIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS
Location Description: AT WRIGHTWOOD AT SHEEP CREEK BRIDGE
Contractor Name: BEADOR CONSTRUCTION
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: John Santos Structure Rep.: Md Rahman

Sample Information

DIME Sample ID: 2019-11-21-13
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: 11/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2019
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: 1002-1
Structure unique identifier:
Structure name: SHEEP CREEK BRIDGE
The fabricator/manufacturer/facility name: ROBERTSONS LUCERNE

Material Information

The concrete mix design number: RRM19026
The truck number from where the sample was collected: 1247 1713
The batch plant ticket number from where the sample was collected: 4827330
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Beador Construction
A detailed description of where the material sample was collected: 30CY
Where the material sample would have been placed if not sampled: SHEEP CREEK BRIDGE
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2019-11-21-13-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/14/2020
Date Tested: 11/25/2019
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 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 2850 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 2688.4 psi
Compressive strength of cylinder 2 3017.7 psi
Maximum load on cylinder 1 76000 lb
Maximum load on cylinder 2 85310 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 4
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 4 days

Test 2 of 2

DIME Test ID: 2019-11-21-13-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/14/2020
Date Tested: 12/19/2019
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 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5230 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 5336.0 psi
Compressive strength of cylinder 2 5117.1 psi
Maximum load on cylinder 1 150850 lb
Maximum load on cylinder 2 144660 lb
Type of fracture pattern of cylinder 1 2
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