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Sample Record for 2017-09-11-10

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

Project Information

Project ID: 211966 DEA: 081G7004 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-26.0/31.0
Work Description: REPAIR FIRE DAMAGE, EXISTING EMBANKMENT, AND DRAINAGE SYSTEM.
Location Description: SAN BERNARDINO COUNTY NEAR BIG LAKE CITY FROM 0.5 MILE WEST OF GLASS ROAD TO 0.2 MILE EAST OF SEVEN OAKS ROAD.
Contractor Name: SEMA CONSTRUCTION, INC
Contractor Address: Unknown
Resident Engineer: NHAN NGUYEN Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-09-11-10
TL Number from the TL Form: Unknown
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: 09/11/2017
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 966-02
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: robertsons

Material Information

The concrete mix design number: sc590b6a
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: np
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: np
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 2

DIME Test ID: 2017-09-11-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/18/2017
Date Tested: 09/18/2017
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3460 psi
Maximum load on cylinder 1 97345 lb
Maximum load on cylinder 2 98380 lb
Compressive strength of cylinder 1 3443.4 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3480.0 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 7 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2017-09-11-10-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/25/2017
Date Tested: 09/25/2017
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 6.05 in
Average diameter of cylinder 2 6.04 in
Cross sectional area of cylinder 1 28.75 in^2
Cross sectional area of cylinder 2 28.65 in^2
Compressive strength (to nearest 10 psi) 3970 psi
Maximum load on cylinder 1 113200 lb
Maximum load on cylinder 2 114600 lb
Compressive strength of cylinder 1 3937.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4000.0 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 14 days
Age of specimen in hours no data