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Testing Report for 2017-02-04-2-1

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

Project Information

DEA: 080K2924
EFIS: 0812000099
Project ID: 210695
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-32.9/R37.4
Work Description: REPLACE EXISTING (PCCP) WITH (RSCP).
Location Description: IN/NEAR REDLANDS FROM 0.2 MILE W/O FORD STREET TO 0.4 MILE E/O LIVEOAK CANYON ROAD.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Maged Youssef
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-02-04-2
TL Number from the TL Form: 17-2
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: 2/4/2017
Date that the sample was received by the laboratory/organization performing the testing: 2/6/2017
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: 945-17-2
Structure unique identifier: 10WB LN4 697 673 LN3 STA647 637
Structure name: Unknown
The fabricator/manufacturer/facility name: SHORT LOAD CONCRETE

Material Information

The concrete mix design number: CTS-30-RAM
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: NP
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: 2017-02-04-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 2/11/2017
Verified Date: 2/13/2017
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 :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 6
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
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength (to nearest 10 psi): 3850 psi
Maximum load on cylinder 1: 106930 lb
Maximum load on cylinder 2: 104210 lb
Maximum load on cylinder 3: 115240 lb
Maximum load on cylinder 4: 111480 lb
Maximum load on cylinder 5: 104970 lb
Maximum load on cylinder 6: 110140 lb
Compressive strength of cylinder 1: 3782.5 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 3686.2 psi
Compressive strength of cylinder 3: 4076.4 psi
Compressive strength of cylinder 4: 3943.4 psi
Compressive strength of cylinder 5: 3713.1 psi
Compressive strength of cylinder 6: 3896 psi
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 3
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Correction factor for cylinder 5: no data
Correction factor for cylinder 6: no data
Age of specimen: 7 days
Age of specimen in hours: no data