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Sample Record for 2015-09-12-1

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

Project Information

Project ID: 209356 DEA: 07278204 EFIS: 0700000538 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10,110,118,134,210,710-Var
Work Description: UPGRADE CURB RAMPS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: STL Landscape, Inc
Contractor Address: 8122 Compton Ave, Los Angeles, CA 90001
Resident Engineer: Moe Izadpanah Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2015-09-12-1
TL Number from the TL Form: 10002
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: 09/12/2015
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2015
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: 912-02
Structure unique identifier: AVE 26 CURB RAMP
Structure name: NW CORNER CURB RAMP
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: sm446b39
The truck number from where the sample was collected: 1125
The batch plant ticket number from where the sample was collected: 1280373
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.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2015-09-12-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/17/2015
Date Tested: 09/17/2015
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 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 4570 psi
Maximum load on cylinder 1 129860 lb
Maximum load on cylinder 2 127650 lb
Compressive strength of cylinder 1 4608.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4529.8 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 no data
Age of specimen 5 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2015-09-12-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/12/2015
Date Tested: 10/10/2015
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 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 6020 psi
Maximum load on cylinder 1 169920 lb
Maximum load on cylinder 2 169310 lb
Compressive strength of cylinder 1 6029.8 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 6008.2 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 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.