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Sample Record for 2019-09-09-5

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

Project Information

Project ID: 212988 DEA: 080R1604 EFIS: 0812000029 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R50.0/R75.0
Work Description: REGRADE MEDIAN CROSS SLOPES
Location Description: NEAR LUDLOW FROM 0.3 MILES EAST OF CRUCERO ROAD TO 0.4 MILE WEST OF BADGER WASH
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Thanh Pham Structure Rep.: Leonard Romero

Sample Information

DIME Sample ID: 2019-09-09-5
TL Number from the TL Form: 4770128
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: 09/09/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylindes
From where was the sample collected: Job Site
Laboratory sample identification: 991-128
Structure unique identifier:
Structure name: EB 140 DS102 COLLAR STA 697 2196
The fabricator/manufacturer/facility name: ROBERTSON

Material Information

The concrete mix design number: SC675B39
The truck number from where the sample was collected: 1198
The batch plant ticket number from where the sample was collected: 4770128
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: FISHER INDUSTRIES
A detailed description of where the material sample was collected: 10 CY
Where the material sample would have been placed if not sampled: EB 140 DS102 COLLAR STA 697 2196
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2019-09-09-5-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 09/18/2019
Date Tested: 09/12/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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 28.27 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) 2720 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 2766.2 psi
Compressive strength of cylinder 2 2681.4 psi
Maximum load on cylinder 1 78200 lb
Maximum load on cylinder 2 76070 lb
Type of fracture pattern of cylinder 1 1
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 1
Age of specimen 3 days

Test 2 of 2

DIME Test ID: 2019-09-09-5-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 09/24/2019
Date Tested: 09/16/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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) 3400 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 3340.1 psi
Compressive strength of cylinder 2 3463.2 psi
Maximum load on cylinder 1 94760 lb
Maximum load on cylinder 2 98250 lb
Type of fracture pattern of cylinder 1 1
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