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Sample Record for 2015-11-23-5

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

Project Information

Project ID: 209141 DEA: 07215954 EFIS: 0700001835 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-0.0/7.6
Work Description: WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location Description: LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Thang Ton Structure Rep.: Amare Tsagie

Sample Information

DIME Sample ID: 2015-11-23-5
TL Number from the TL Form: Unknown
Sample Submitted By Organization: G3 Quality, Inc. - Cerritos
Sample Organization Contact: (562) 321-9840
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/23/2015
Date that the sample was received by the laboratory/organization performing the testing: 11/24/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: jobsite

Material Information

The concrete mix design number: S62578
The truck number from where the sample was collected: 435
The batch plant ticket number from where the sample was collected: 172947
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Set 1
A detailed description of where the material sample was collected: RW 313 Barrier
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 4

DIME Test ID: 2015-11-23-5-1
Test Method: ASTM C1064-12: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 03/17/2016
Date Tested: 11/23/2015
Submitted By Organization: G3 Quality, Inc. - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: (562) 321-9840
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 80 F

Test 2 of 4

DIME Test ID: 2015-11-23-5-2
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 03/17/2016
Date Tested: 11/23/2015
Submitted By Organization: G3 Quality, Inc. - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: (562) 321-9840
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Slump 5 inch

Test 3 of 4

DIME Test ID: 2015-11-23-5-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/17/2016
Date Tested: 11/30/2015
Submitted By Organization: G3 Quality, Inc. - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: (562) 321-9840
General Comments for this Test:
Test Result Compliance: does not comply
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) 2390 psi
Maximum load on cylinder 1 67660 lb
Maximum load on cylinder 2 67830 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
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 7 days
Age of specimen in hours no data

Test 4 of 4

DIME Test ID: 2015-11-23-5-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/17/2016
Date Tested: 12/21/2015
Submitted By Organization: G3 Quality, Inc. - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: (562) 321-9840
General Comments for this Test:
Test Result Compliance: complies
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) 4540 psi
Maximum load on cylinder 1 127670 lb
Maximum load on cylinder 2 129820 lb
Type of fracture pattern of cylinder 1 4
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 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.