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Sample Record for 2018-04-06-7

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

Project Information

Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.:

Sample Information

DIME Sample ID: 2018-04-06-7
TL Number from the TL Form: L10-039-18
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: 04/06/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2018
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: 866-3918
Structure unique identifier: PRECAST BRIDGE DECKSLABS LIGHTWEIGHT DECK SLAB A11 217
Structure name: PRECAST BRIDGE DECKSLABS LIGHTWEIGHT DECK SLAB A11 217
The fabricator/manufacturer/facility name: A AND A

Material Information

The concrete mix design number: SFI-LWSBS5
The truck number from where the sample was collected: 374
The batch plant ticket number from where the sample was collected: 426046
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: PRECAST BRIDGE DECKSLABS LIGHTWEIGHT DECK SLAB A11 217
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2018-04-06-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/30/2018
Date Tested: 07/27/2018
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
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 6260 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 6322.6 psi
Compressive strength of cylinder 2 6192.6 psi
Maximum load on cylinder 1 179940 lb
Maximum load on cylinder 2 176240 lb
Type of fracture pattern of cylinder 1 3
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 1
Age of specimen 112 days

Test 2 of 2

DIME Test ID: 2018-04-06-7-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 06/29/2018
Date Tested: 06/29/2018
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
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 6430 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 6372.2 psi
Compressive strength of cylinder 2 6495.2 psi
Maximum load on cylinder 1 180780 lb
Maximum load on cylinder 2 184270 lb
Type of fracture pattern of cylinder 1 3
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 1
Age of specimen 84 days

Tests Assigned to this Sample

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