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Sample Record for 2017-01-30-2

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

Project Information

Project ID: 210696 DEA: 080M2804 EFIS: 0800000472 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-171.8/173.8
Work Description: BRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT.
Location Description: In SBD County
Contractor Name: M.C.M. CONSTRUCTION, INC. - Dan Shaw
Contractor Address: P.O. Box 620, North Highlands, CA 95660
Resident Engineer: John Santos Structure Rep.: Faisal Zahlout

Sample Information

DIME Sample ID: 2017-01-30-2
TL Number from the TL Form: 013
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/30/2017
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 942-13
Structure unique identifier: S OF CENDA DITCH BR TO WHEATON WASH BR
Structure name: CENDA BR ABUT 4 APPROACH SLAB
The fabricator/manufacturer/facility name: CALPORTLAND

Material Information

The concrete mix design number: P40AF033
The truck number from where the sample was collected: 8050
The batch plant ticket number from where the sample was collected: S589909
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2017-01-30-2-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 02/21/2017
Date Tested: 02/14/2017
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 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.09 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4140 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 5.98 in
Compressive strength of cylinder 1 4016.6 psi
Compressive strength of cylinder 2 4261.7 psi
Maximum load on cylinder 1 113550 lb
Maximum load on cylinder 2 119710 lb
Type of fracture pattern of cylinder 1 2
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 15 days

Test 2 of 3

DIME Test ID: 2017-01-30-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/21/2017
Date Tested: 02/20/2017
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 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 5.99 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 4370 psi
Maximum load on cylinder 1 126380 lb
Maximum load on cylinder 2 121170 lb
Compressive strength of cylinder 1 4440.6 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4299.9 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 21 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2017-01-30-2-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/28/2017
Date Tested: 02/27/2017
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 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) 4480 psi
Maximum load on cylinder 1 130620 lb
Maximum load on cylinder 2 124180 lb
Compressive strength of cylinder 1 4589.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4377.2 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 28 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2017-01-30-2-4ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens02/13/201705/10/2017Matthew ClaytonCT - Southern Regional LaboratoryHOLD