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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 D08 - Fontana 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 on following page(s): 2

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 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 6.01 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 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 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