Print Report | Back to Sample Detail

Sample Record for 2016-04-01-1

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

Project Information

Project ID: 3825 DEA: 07138204 EFIS: 0700000142 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,103-3.5/4.6,0.0/1.1
Work Description: REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Contractor Name: M C M CONSTRUCTION INC
Contractor Address: P O BOX 620, NORTH HIGHLANDS, CA 95660
Resident Engineer: Daniel Leon Structure Rep.: Andy Chen

Sample Information

DIME Sample ID: 2016-04-01-1
TL Number from the TL Form: 193047
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/01/2016
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2016
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: 816-47
Structure unique identifier: SHUYLER HEIM BR
Structure name: COLUMN 5A
The fabricator/manufacturer/facility name: NATIONAL READY MIX

Material Information

The concrete mix design number: S77047
The truck number from where the sample was collected: 461
The batch plant ticket number from where the sample was collected: 109468
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2016-04-01-1-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 04/29/2016
Date Tested: 04/29/2016
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: (909) 829-3029
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) 5120 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 5081.4 psi
Compressive strength of cylinder 2 5158.5 psi
Maximum load on cylinder 1 143650 lb
Maximum load on cylinder 2 145830 lb
Type of fracture pattern of cylinder 1 1
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

Test 2 of 2

DIME Test ID: 2016-04-01-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/13/2016
Date Tested: 05/13/2016
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: (909) 829-3029
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) 5870 psi
Maximum load on cylinder 1 166480 lb
Maximum load on cylinder 2 165410 lb
Compressive strength of cylinder 1 5888.9 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5851.1 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 42 days
Age of specimen in hours no data