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Sample Record for 2018-04-18-4

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

Project Information

Project ID: 212647 DEA: 080Q6904 EFIS: 0800020426 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-330-40.6/43.5
Work Description: CULVERT REPAIR
Location Description: SAN BERNARDINO COUNTY NEAR RUNNING SPRINGS FROM 1.2 MILES SOUTH OF LIVE OAK DRIVE TO 0.6 MILE SOUTH OF ROUTE 18/330 SEPARATION
Contractor Name: UNITED ENGINEERING & CONSTRUCTION, INC
Contractor Address: 336 N Central Ave, Glendale, CA 91203
Resident Engineer: JONATHAN SKEITH Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-04-18-4
TL Number from the TL Form: 01
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: 04/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 979-1
Structure unique identifier: CSP PIPE LINING FROM DS 01 TO DS 25 RTE 330
Structure name: Unknown
The fabricator/manufacturer/facility name: NOT PROVIDED

Material Information

The concrete mix design number: NOT PROVIDED
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: NOT PROVIDED
A detailed description of where the material sample was collected: CSP PIPE LINING FROM DS 01 TO DS 25 RTE 330
Where the material sample would have been placed if not sampled: CSP PIPE LINING FROM DS 01 TO DS 25 RTE 330
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2018-04-18-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/26/2018
Date Tested: 04/25/2018
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 6.02 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) 7360 psi
Maximum load on cylinder 1 204530 lb
Maximum load on cylinder 2 214660 lb
Compressive strength of cylinder 1 7186.6 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 7542.5 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 1
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2018-04-18-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/03/2018
Date Tested: 05/02/2018
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 6.02 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) 7740 psi
Maximum load on cylinder 1 222570 lb
Maximum load on cylinder 2 218160 lb
Compressive strength of cylinder 1 7820.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 7665.5 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 1
Age of specimen 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2018-04-18-4-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/16/2018
Date Tested: 05/16/2018
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) 8780 psi
Maximum load on cylinder 1 250070 lb
Maximum load on cylinder 2 246230 lb
Compressive strength of cylinder 1 8845.8 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 8709.9 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 1
Age of specimen 28 days
Age of specimen in hours no data