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Sample Record for 2019-09-05-24

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

Project Information

Project ID: 213651 DEA: 08388524 EFIS: 0812000124 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-330-32.3/32.6,33.4/33.8
Work Description: REPLACE BRIDGE RAILS AND APPROACH RAILS.
Location Description: SAN BERNARDINO COUNTY FROM 0.2 MILE SOUTH TO 0.1 MILE NORTH OF CITY CREEK BRIDGE AND FROM 0.3 MILE SOUTH TO 0.1 MILE NORTH OF EAST CITY CREEK BRIDGE
Contractor Name: ODONNELL CONSTRUCTION
Contractor Address: 559 W. Covina Boulevard, San Dimas, CA 91773
Resident Engineer: Jonathan Skeith Structure Rep.: Sylvia Stracner

Sample Information

DIME Sample ID: 2019-09-05-24
TL Number from the TL Form: 20190905
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: 09/05/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/06/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 998-905
Structure unique identifier:
Structure name: East fork city creek Br, stage 1
The fabricator/manufacturer/facility name: ROBERTSONS REDLAND

Material Information

The concrete mix design number: rrm19036
The truck number from where the sample was collected: 1746
The batch plant ticket number from where the sample was collected: 4852349
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: O DONNELL CONSTRUCTION
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: East fork city creek Br stage 1
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2019-09-05-24-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/07/2019
Date Tested: 10/03/2019
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: 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 28.37 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4890 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 4755.4 psi
Compressive strength of cylinder 2 5026.8 psi
Maximum load on cylinder 1 134910 lb
Maximum load on cylinder 2 142610 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