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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 - 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 - 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 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 - 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 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 - 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 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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.