Print Report | Back to Sample Detail

Sample Record for 2019-07-01-7

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

Project Information

Project ID: 213745 DEA: 080Q1204 EFIS: 0800020125 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-99.5-100.9
Work Description: WIDEN ROADBED AND CONSTRUCT RAISED CURB MEDIAN
Location Description: SAN BERNARDINO COUNTY FROM COBALT ROAD TO ROUTE 395
Contractor Name: Ortiz Enterprise, Inc
Contractor Address: 6 Cushing Suite 200, Irvine, CA 92618
Resident Engineer: Peter Koury Structure Rep.: Leonard Romero

Sample Information

DIME Sample ID: 2019-07-01-7
TL Number from the TL Form: 20190701
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: 07/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/05/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 997-701
Structure unique identifier:
Structure name: Drainage system 3 outlet North
The fabricator/manufacturer/facility name: robertsons

Material Information

The concrete mix design number: SC590B38
The truck number from where the sample was collected: 1198
The batch plant ticket number from where the sample was collected: 8B66396
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ortiz enterizes inc
A detailed description of where the material sample was collected: 15 cy
Where the material sample would have been placed if not sampled: Drainage system 3 outlet North
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2019-07-01-7-1
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: 07/15/2019
Date Tested: 07/08/2019
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 28.56 in^2
Cross sectional area of cylinder 2 28.56 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 2510 psi
Average diameter of cylinder 1 6.03 in
Average diameter of cylinder 2 6.03 in
Compressive strength of cylinder 1 2873.6 psi
Compressive strength of cylinder 2 2151.3 psi
Maximum load on cylinder 1 82070 lb
Maximum load on cylinder 2 61440 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 1
Age of specimen 7 days

Test 2 of 2

DIME Test ID: 2019-07-01-7-2
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: 08/01/2019
Date Tested: 07/29/2019
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 28.46 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) 4240 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 4223.1 psi
Compressive strength of cylinder 2 4262.1 psi
Maximum load on cylinder 1 120190 lb
Maximum load on cylinder 2 121300 lb
Type of fracture pattern of cylinder 1 1
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 1
Age of specimen 28 days