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Sample Record for 2016-12-19-2

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: 2016-12-19-2
TL Number from the TL Form: 012
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: 12/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/29/2016
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: 942-12
Structure unique identifier: SBC AT MT PASS FROM 0 3M
Structure name: CENDA DITCH DECK
The fabricator/manufacturer/facility name: CALPORTLAND

Material Information

The concrete mix design number: P40AF033SRA
The truck number from where the sample was collected: 8059
The batch plant ticket number from where the sample was collected: S493496
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 7

DIME Test ID: 2016-12-19-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/30/2016
Date Tested: 12/29/2016
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 5.97 in
Average diameter of cylinder 2 5.97 in
Cross sectional area of cylinder 1 27.99 in^2
Cross sectional area of cylinder 2 27.99 in^2
Compressive strength (to nearest 10 psi) 3360 psi
Maximum load on cylinder 1 95470 lb
Maximum load on cylinder 2 92740 lb
Compressive strength of cylinder 1 3410.9 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3313.3 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 10 days
Age of specimen in hours no data

Test 2 of 7

DIME Test ID: 2016-12-19-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2017
Date Tested: 12/30/2016
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 5.97 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 27.99 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 3310 psi
Maximum load on cylinder 1 92900 lb
Maximum load on cylinder 2 92870 lb
Compressive strength of cylinder 1 3319.0 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3295.6 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 11 days
Age of specimen in hours no data

Test 3 of 7

DIME Test ID: 2016-12-19-2-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2017
Date Tested: 01/03/2017
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 5.97 in
Average diameter of cylinder 2 5.97 in
Cross sectional area of cylinder 1 27.99 in^2
Cross sectional area of cylinder 2 27.99 in^2
Compressive strength (to nearest 10 psi) 3570 psi
Maximum load on cylinder 1 99670 lb
Maximum load on cylinder 2 100230 lb
Compressive strength of cylinder 1 3560.9 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3580.9 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 15 days
Age of specimen in hours no data

Test 4 of 7

DIME Test ID: 2016-12-19-2-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/18/2017
Date Tested: 01/17/2017
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
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 27.99 in^2
Cross sectional area of cylinder 3 28.18 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 27.99 in^2
Average diameter of cylinder 1 5.99 in
Compressive strength (to nearest 10 psi) 4330 psi
Average diameter of cylinder 2 5.97 in
Compressive strength of cylinder 1 4508.2 psi
Compressive strength of cylinder 2 4738.1 psi
Average diameter of cylinder 3 5.99 in
Compressive strength of cylinder 3 4051.5 psi
Average diameter of cylinder 4 5.97 in
Compressive strength of cylinder 4 4022.5 psi
Maximum load on cylinder 1 127040 lb
Maximum load on cylinder 2 132620 lb
Maximum load on cylinder 3 114170 lb
Maximum load on cylinder 4 112590 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 4
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
Correction factor for cylinder 3 no data
Correction factor for cylinder 4 no data
Age of specimen 29 days

Test 5 of 7

DIME Test ID: 2016-12-19-2-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/10/2017
Date Tested: 01/09/2017
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 5.98 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 3950 psi
Maximum load on cylinder 1 110750 lb
Maximum load on cylinder 2 111710 lb
Compressive strength of cylinder 1 3942.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3964.2 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 21 days
Age of specimen in hours no data

Test 6 of 7

DIME Test ID: 2016-12-19-2-6
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/18/2017
Date Tested: 01/17/2017
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 5.99 in
Average diameter of cylinder 2 5.97 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 27.99 in^2
Compressive strength (to nearest 10 psi) 4620 psi
Maximum load on cylinder 1 127040 lb
Maximum load on cylinder 2 132620 lb
Compressive strength of cylinder 1 4508.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4738.1 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 29 days
Age of specimen in hours no data

Test 7 of 7

DIME Test ID: 2016-12-19-2-7
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/18/2017
Date Tested: 01/17/2017
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 5.99 in
Average diameter of cylinder 2 5.97 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 27.99 in^2
Compressive strength (to nearest 10 psi) 4040 psi
Maximum load on cylinder 1 114170 lb
Maximum load on cylinder 2 112590 lb
Compressive strength of cylinder 1 4051.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4022.5 psi
Type of fracture pattern of cylinder 2 4
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 29 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.