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Sample Record for 2017-12-16-1

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: 2017-12-16-1
TL Number from the TL Form: SRL405
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: 12/16/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/16/2017
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: 888-SRL405
Structure unique identifier: 91CIP
Structure name: 91 WB AT MAIN ST ON RAMP
The fabricator/manufacturer/facility name: Holliday Rock Chino

Material Information

The concrete mix design number: CM4261
The truck number from where the sample was collected: 684
The batch plant ticket number from where the sample was collected: 118066962
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: 91 WB AT MAIN ST ON RAMP
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2017-12-16-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/21/2017
Date Tested: 12/19/2017
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: PLEASE NOTE THIS IS 10 HOUR BREAK DIME IS NOT ALLOWING TO INPUT CYLINDER AGE AS HOURS
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) 3680 psi
Maximum load on cylinder 1 103560 lb
Maximum load on cylinder 2 104970 lb
Compressive strength of cylinder 1 3650.3 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3700.0 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 1
Age of specimen 1 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2017-12-16-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/26/2017
Date Tested: 12/26/2017
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 4
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 6.00 in
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Cross sectional area of cylinder 4 28.37 in^2
Compressive strength (to nearest 10 psi) 7920 psi
Maximum load on cylinder 1 231090 lb
Maximum load on cylinder 2 220160 lb
Maximum load on cylinder 3 220020 lb
Maximum load on cylinder 4 226040 lb
Compressive strength of cylinder 1 8145.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 7787.8 psi
Compressive strength of cylinder 3 7782.8 psi
Compressive strength of cylinder 4 7967.6 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Age of specimen 10 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.