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Sample Record for 2016-01-20-2

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

Project Information

Project ID: 209795 DEA: 08383504 EFIS: 0800000638 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-63.0
Work Description: REPLACE HURKEY CREEK BRIDGE
Location Description: RIVERSIDE COUNTY NEAR IDYLLWILD AT HURKEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 440 SOUTH MELROSE DRIVE 200 , VISTA CA 92081
Resident Engineer: Max Quach Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2016-01-20-2
TL Number from the TL Form: 005
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: 01/20/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/21/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 918-05
Structure unique identifier: HURKEY CREEK BRIDGE
Structure name: ABUTMENT 1 STAGE 2
The fabricator/manufacturer/facility name: ROBERTSON

Material Information

The concrete mix design number: RRM09014
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: NP
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.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2016-01-20-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/17/2016
Date Tested: 02/17/2016
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) 5050 psi
Maximum load on cylinder 1 146500 lb
Maximum load on cylinder 2 138160 lb
Compressive strength of cylinder 1 5198.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4902.8 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 28 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2016-01-20-2-2ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens01/21/201601/20/2016Matthew ClaytonCT - Southern Regional LaboratoryCANCELLED BY SHUKRI ABOUAZRA ON 2/18/2016 VIA E-MAIL
2016-01-20-2-3ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens01/21/201601/20/2016Matthew ClaytonCT - Southern Regional LaboratoryHOLD UNTIL FURTHER NOTICE