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Sample Record for 2018-04-20-4

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

Project Information

Project ID: 212688 DEA: 080Q8904 EFIS: 0800020582 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV,SBD-10,215,111-Var
Work Description: BRIDGE REHABILITATION
Location Description: RIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: J. MCLOUGHLIN ENGINEERING CO., INC.
Contractor Address: 10641 FULTON COURT, RANCHO CUCAMONGA CA 91730
Resident Engineer: Roberto Castro Structure Rep.: Vega, Arnel L.

Sample Information

DIME Sample ID: 2018-04-20-4
TL Number from the TL Form: 20180424
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: 04/20/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 980-24
Structure unique identifier: Unknown
Structure name: ETIWANDA SAN DERAINE FCC
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: YOCSSC3
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: PLANT
A detailed description of where the material sample was collected: TRUCK 1
Where the material sample would have been placed if not sampled: SUPPORT SLAB
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2018-04-20-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/23/2018
Date Tested: 04/27/2018
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:
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 6510 psi
Maximum load on cylinder 1 183520 lb
Maximum load on cylinder 2 184680 lb
Compressive strength of cylinder 1 6491.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6532.7 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 1
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2018-04-20-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/23/2018
Date Tested: 05/18/2018
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:
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 6.03 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.56 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 7970 psi
Maximum load on cylinder 1 230520 lb
Maximum load on cylinder 2 223730 lb
Compressive strength of cylinder 1 8071.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 7861.2 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 1
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
No tests have been assigned to this sample.