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Sample Record for 2016-09-23-4

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

Project Information

Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91,15-0.0/13.04, 35.64/45.14
Work Description: SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas.
Location Description: 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14
Contractor Name: Atkinson Walsh, Joint Venture
Contractor Address: 905 E 3rd St, Corona, CA 92879
Resident Engineer: Salim Khalil Structure Rep.: Alex Angha

Sample Information

DIME Sample ID: 2016-09-23-4
TL Number from the TL Form: SRL-316
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: 09/23/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2016
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: 888-SRL316
Structure unique identifier: 91 CIP
Structure name: 91 CIP
The fabricator/manufacturer/facility name: Holliday Rock UPLAND

Material Information

The concrete mix design number: CM5634
The truck number from where the sample was collected: 280
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: NP
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: LOAD 5
Where the material sample would have been placed if not sampled: BR 18 ANUT 3 STEM
From Lot No.: NP
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2016-09-23-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2016
Date Tested: 10/07/2016
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 6.02 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 5020 psi
Maximum load on cylinder 1 145590 lb
Maximum load on cylinder 2 139970 lb
Compressive strength of cylinder 1 5115.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4933.7 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 14 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2016-09-23-4-2ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens09/29/201610/21/2016Matthew ClaytonCT - Southern Regional Laboratory