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Sample Record for 2016-03-23-2

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

Project Information

Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-33.2/37.2
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING
Contractor Name: Ames Construction, inc.
Contractor Address: 391 N Main Street, Suite 302, Corona, Ca 92880
Resident Engineer: Raj Punjabi Structure Rep.: Cardiel Bugarin

Sample Information

DIME Sample ID: 2016-03-23-2
TL Number from the TL Form: 1863919
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 03/23/2016
Date that the sample was received by the laboratory/organization performing the testing: 03/28/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 882-19
Structure unique identifier: WEST OF PUENTE AVE TO EAST OF HOLLENBECK
Structure name: SW 1775 FROM STA 1790 66 to 1789 27 TY 736SV CONC BARR
The fabricator/manufacturer/facility name: HOLLIDAY

Material Information

The concrete mix design number: CM5645
The truck number from where the sample was collected: 185
The batch plant ticket number from where the sample was collected: 101074356
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2016-03-23-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/06/2016
Date Tested: 04/06/2016
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:
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 6.00 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) 3520 psi
Maximum load on cylinder 1 98800 lb
Maximum load on cylinder 2 100470 lb
Compressive strength of cylinder 1 3494.9 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3553.9 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 no data
Age of specimen 14 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2016-03-23-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/20/2016
Date Tested: 04/20/2016
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:
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 6.00 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 4260 psi
Maximum load on cylinder 1 119080 lb
Maximum load on cylinder 2 122270 lb
Compressive strength of cylinder 1 4197.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4325.1 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 no data
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
No tests have been assigned to this sample.