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Sample Record for 2020-07-17-38

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: 2020-07-17-38
TL Number from the TL Form: 17
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: 07/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2019
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: 998-17
Structure unique identifier:
Structure name: East fork city creek Br, stage 1
The fabricator/manufacturer/facility name: robertsons

Material Information

The concrete mix design number: rrm19036
The truck number from where the sample was collected: 2070
The batch plant ticket number from where the sample was collected: 5615812
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Donnell Contruction inc
A detailed description of where the material sample was collected: 10cy
Where the material sample would have been placed if not sampled: City Creek Bridge Stage 4
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-07-17-38-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/02/2020
Date Tested: 08/14/2020
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
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) 4080 psi
Maximum load on cylinder 1 116440 lb
Maximum load on cylinder 2 114280 lb
Compressive strength of cylinder 1 4118.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4042.4 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 1
Age of specimen 28 days
Age of specimen in hours no data