Print Report | Back to Sample Detail

Sample Record for 2016-07-21-18

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

Project Information

Project ID: 211067 DEA: 080J9904 EFIS: 0800000327 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-49.0/51.7
Work Description: REPAIR AND REPLACED SIDEWALKS, CURBS & GUTTERS.
Location Description: REPAIR AND REPLACED SIDEWALKS, CURBS & GUTTERS.
Contractor Name: STL Landscape, Inc
Contractor Address: 8122 Compton Ave, Los Angeles, CA 90001
Resident Engineer: Ken Tran Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-07-21-18
TL Number from the TL Form: 2016-A1B2C23
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: 07/21/2016
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2016
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: 937-C23
Structure unique identifier: NOT PROVIDED
Structure name: NOT PROVIDED
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: SC550B3A
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NOT PROVIDED
Where the material sample would have been placed if not sampled: RTE 18 AND JEFFERY
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2016-07-21-18-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/17/2016
Date Tested: 08/12/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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
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) 5270 psi
Maximum load on cylinder 1 148130 lb
Maximum load on cylinder 2 150840 lb
Compressive strength of cylinder 1 5221.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5316.9 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 22 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2016-07-21-18-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/18/2016
Date Tested: 08/18/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 28.37 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5420 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 5381.7 psi
Compressive strength of cylinder 2 5458.2 psi
Maximum load on cylinder 1 152680 lb
Maximum load on cylinder 2 155340 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 no data
Age of specimen 28 days