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Sample Record for 2016-09-02-6

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: 2016-09-02-6
TL Number from the TL Form: 004
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/02/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 942-04
Structure unique identifier: Unknown
Structure name: BRIDGE 54 1308 L
The fabricator/manufacturer/facility name: Cal portland

Material Information

The concrete mix design number: P40F023
The truck number from where the sample was collected: 8050
The batch plant ticket number from where the sample was collected: S484944
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: NOT PROVIDED
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: CENDA BRIDGE ABUT 1 FTG
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2016-09-02-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/12/2016
Date Tested: 09/09/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 3630 psi
Maximum load on cylinder 1 103260 lb
Maximum load on cylinder 2 101400 lb
Compressive strength of cylinder 1 3664.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3598.3 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 7 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2016-09-02-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/23/2016
Date Tested: 09/23/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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 6.00 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 5200 psi
Maximum load on cylinder 1 147720 lb
Maximum load on cylinder 2 145890 lb
Compressive strength of cylinder 1 5242.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5160.6 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 21 days
Age of specimen in hours no data