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Sample Record for 2017-06-28-5

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

Project Information

Project ID: 211797 DEA: 080G8424 EFIS: 0814000184 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R107.3
Work Description: UPGRADE EXISTING SAFETY ROADSIDE REST AREAS (SRRA)
Location Description: SAN BERNARDINO COUNTY ABOUT 30 MILES EAST OF BARSTOW AT C.V. KANE SAFETY ROADSIDE REST AREA
Contractor Name: HAL HAYS CONSTRUCTION INC.
Contractor Address: 4181 Latham St., Riverside, CA 92501
Resident Engineer: Khoa Nguyen Structure Rep.: Leonard J Romero

Sample Information

DIME Sample ID: 2017-06-28-5
TL Number from the TL Form: 1
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/28/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/03/2017
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: 961-01
Structure unique identifier: C V KANE SAFETY ROADSIDE REST AREA
Structure name: COMFORT STATION FOOTINGS
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: SM400B34
The truck number from where the sample was collected: 1192
The batch plant ticket number from where the sample was collected: 2671339
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
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: 2017-06-28-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/05/2017
Date Tested: 07/05/2017
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
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 6.02 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 3870 psi
Maximum load on cylinder 1 109590 lb
Maximum load on cylinder 2 110720 lb
Compressive strength of cylinder 1 3850.7 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3890.4 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 3

DIME Test ID: 2017-06-28-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/13/2017
Date Tested: 07/12/2017
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
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 6.04 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.65 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 4510 psi
Maximum load on cylinder 1 130220 lb
Maximum load on cylinder 2 127090 lb
Compressive strength of cylinder 1 4545.2 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4465.6 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 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2017-06-28-5-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/26/2017
Date Tested: 07/26/2017
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
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 6.01 in
Average diameter of cylinder 2 6.03 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.56 in^2
Compressive strength (to nearest 10 psi) 5030 psi
Maximum load on cylinder 1 143500 lb
Maximum load on cylinder 2 143050 lb
Compressive strength of cylinder 1 5058.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5008.8 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