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Sample Record for 2015-09-17-5

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

Project Information

Project ID: 209553 DEA: 08336304 EFIS: 0800000608 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-26.3/26.8
Work Description: BRIDGE DECK REPLACEMENT
Location Description: SAN BERNARDINO COUNTY NEAR BARTON FLATS AT HATHAWAY CREEK BRIDGE
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Nhan Nguyen Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2015-09-17-5
TL Number from the TL Form: 3
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: 09/17/2015
Date that the sample was received by the laboratory/organization performing the testing: 09/21/2015
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: 906-3
Structure unique identifier: Unknown
Structure name: HATHAWAY BR DECK NB
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: C97339 SE
The truck number from where the sample was collected: 201
The batch plant ticket number from where the sample was collected: 299155
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 5
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2015-09-17-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/25/2015
Date Tested: 09/24/2015
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 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 3960 psi
Maximum load on cylinder 1 114520 lb
Maximum load on cylinder 2 108200 lb
Compressive strength of cylinder 1 4076.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3851.9 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 7 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2015-09-17-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/08/2015
Date Tested: 10/01/2015
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 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 4440 psi
Maximum load on cylinder 1 120100 lb
Maximum load on cylinder 2 129150 lb
Compressive strength of cylinder 1 4275.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4597.7 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 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2015-09-17-5-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/15/2015
Date Tested: 10/15/2015
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 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 5030 psi
Maximum load on cylinder 1 142680 lb
Maximum load on cylinder 2 140140 lb
Compressive strength of cylinder 1 5079.4 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4989.0 psi
Type of fracture pattern of cylinder 2 1
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
No tests have been assigned to this sample.