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Sample Record for 2017-03-14-6

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

Project Information

Project ID: 210888 DEA: 072750U4 EFIS: 0715000283 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33,101-0.9/T5.82.3/13.8
Work Description: CONSTRUCT STORM WATER TREATMENT BMP.
Location Description: CONSTRUCT STORM WATER TREATMENT BMP.
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 Cushing Suite 200, Irvine, CA 92618
Resident Engineer: Alan Davis Structure Rep.: Pantaleon Rivera

Sample Information

DIME Sample ID: 2017-03-14-6
TL Number from the TL Form: 106624
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: 03/14/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2017
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: 939-24
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: GRIMES CANYON

Material Information

The concrete mix design number: S72500
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: NOT PROVIDED
Where the material sample would have been placed if not sampled: LOCATION 15 DS 16
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2017-03-14-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/21/2017
Date Tested: 03/21/2017
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 6.02 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 3040 psi
Maximum load on cylinder 1 89060 lb
Maximum load on cylinder 2 83380 lb
Compressive strength of cylinder 1 3150.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2929.7 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 no data
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2017-03-14-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/11/2017
Date Tested: 04/11/2017
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) 4520 psi
Maximum load on cylinder 1 125340 lb
Maximum load on cylinder 2 130480 lb
Compressive strength of cylinder 1 4433.7 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4615.5 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 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.