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Testing Report for 2016-01-13-3-2

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

Project Information

DEA: 08043514
EFIS: 0800000010
Project ID: 208714
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-58-R22.2/R31.1
Work Description: REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location Description: HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Shaine Shahidi
Structure Rep.: Ahmad Ankir

Sample Information

DIME Sample ID: 2016-01-13-3
TL Number from the TL Form: 1234A
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 1/13/2016
Date that the sample was received by the laboratory/organization performing the testing: 1/14/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 915-34A
Structure unique identifier: CONSTRUCTION ON STATE HWY SBDO
Structure name: HINKLEY OC OC APP SLAB AT ABUT 1AND3
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: SC675B38
The truck number from where the sample was collected: 1166
The batch plant ticket number from where the sample was collected: 1309623
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: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-01-13-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 1/25/2016
Verified Date: 1/25/2016
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 :

Submitted Test Results

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: 5.99 in
Average diameter of cylinder 2: 5.99 in
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength (to nearest 10 psi): 5020 psi
Maximum load on cylinder 1: 143230 lb
Maximum load on cylinder 2: 139710 lb
Compressive strength of cylinder 1: 5082.7 psi
Type of fracture pattern of cylinder 1: 3
Compressive strength of cylinder 2: 4957.8 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: no data
Age of specimen: 12 days
Age of specimen in hours: no data