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Sample Record for 2016-02-10-5

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: 2016-02-10-5
TL Number from the TL Form: A1B2C3D4E5
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/10/2016
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete Cylinders 6 x 12
From where was the sample collected: Job Site
Laboratory sample identification: 915-5E
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: RRM 09014
The truck number from where the sample was collected: 1586
The batch plant ticket number from where the sample was collected: 1217098
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: BACK OF THE TRUCK
Where the material sample would have been placed if not sampled: NW RETAINING WALL STEM
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2016-02-10-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/09/2016
Date Tested: 03/09/2016
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 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) 4640 psi
Maximum load on cylinder 1 127050 lb
Maximum load on cylinder 2 136210 lb
Compressive strength of cylinder 1 4478.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4801.2 psi
Type of fracture pattern of cylinder 2 3
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

Test 2 of 2

DIME Test ID: 2016-02-10-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/24/2016
Date Tested: 03/23/2016
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 5.98 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 5070 psi
Maximum load on cylinder 1 141520 lb
Maximum load on cylinder 2 143050 lb
Compressive strength of cylinder 1 5038.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5092.6 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 42 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.